Formula sheet

The formulas used in materials science courses and exams, grouped by topic. Each one lists symbols with SI units, conditions and range, common mistakes and a numerical example, and the dimensions of both sides have all been checked by machine. Links lead to drill types and calculators that use the same formula.

Example values come from this site’s calculator data or match textbook examples (sources are given per formula). For design, use values from standards and material datasheets.

Crystals 14

dhkl = a/√(h² + k² + l²)[m]

SymbolMeaningSI unit
dhklinterplanar spacing of (hkl)m
alattice parameter (cube edge)m
h, k, lMiller indices (integers)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Cubic lattices only (simple cubic, BCC, FCC, diamond, NaCl type, …). For tetragonal, hexagonal and other lattices use “Interplanar spacing (tetragonal, orthorhombic, hexagonal)” below. It gives the spacing of the plane family and holds numerically even for (hkl) whose reflection is extinct.
Common mistakes
Forgetting the square root or dividing by h + k + l. Confusing (100) and (200): in BCC the (100) reflection is extinct and appears as (200) with d/2. Mixing nm and Å (1 Å = 0.1 nm).
Example
Cu (FCC, a = 0.36146 nm), (111) planes: d = 0.36146/√3 = 0.2087 nm. For BCC Fe (a = 0.28665 nm), (110): 0.28665/√2 = 0.2027 nm.

Terms Miller indices Face-centered cubic Body-centered cubic

Source: Callister 10th ed. ch. 3; Cullity 3rd ed. ch. 2

1/d² = h²/a² + k²/b² + l²/c²tetragonal, orthorhombic[m⁻²]

1/d² = 4(h² + hk + k²)/(3a²) + l²/c²hexagonal[m⁻²]

SymbolMeaningSI unit
dinterplanar spacingm
a, b, clattice parameters (orthorhombic a ≠ b ≠ c, tetragonal a = b)m
h, k, lMiller indices (for hexagonal, h, k, l of (hkil), i = −(h + k))1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Use the first form for lattices with orthogonal axes (cubic, tetragonal, orthorhombic) and the second for hexagonal (a axes at 120°, c perpendicular). Monoclinic and triclinic need the general form with the axial angles (reciprocal metric). In the hexagonal form h, k, l are the indices of (hkil) without i.
Common mistakes
Putting the i of the four-index (10−11) into the formula (i follows from h and k). Using the cubic form for hexagonal crystals. Swapping a and c in a tetragonal cell.
Example
Tetragonal β-Sn (a = 0.58318 nm, c = 0.31818 nm), (101): 1/d² = 1/a² + 1/c² gives d = 0.2793 nm. Hexagonal Mg (a = 0.32094 nm, c = 0.52107 nm), (101) (i.e. (10−11)): 1/d² = 4/(3a²) + 1/c² gives d = 0.2452 nm.

Terms Hexagonal close-packed Miller indices

Source: Cullity 3rd ed. ch. 2; Callister 10th ed. ch. 3

nλ = 2d sinθ[m]

SymbolMeaningSI unit
norder of reflection (usually n = 1; the nth order is treated as first order from d/n)1
λX-ray wavelengthm
dinterplanar spacingm
θBragg angle (between beam and planes; diffractometers report 2θ)rad

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Condition for constructive interference from lattice planes (kinematic diffraction). A reflection exists only if λ ≤ 2d. It fixes peak positions only; intensities come from the structure factor and LP factor.
Common mistakes
Confusing θ and 2θ (instruments report 2θ); degrees vs radians; mixing Kα1 with the averaged Kα wavelength; assigning a peak to an extinct (hkl).
Example
Cu Kα1 (λ = 0.15406 nm) on Cu (111) (d = 0.2087 nm): sin θ = λ/(2d) = 0.3691, θ = 21.66°, peak at 2θ = 43.32°.

Terms Bragg's law XRD (X-ray diffraction) Extinction rules

Source: Cullity 3rd ed. ch. 3; Callister 10th ed. ch. 3

ρ = nM/(NA Vc)[kg·m⁻³]

Vc = a³cubic[m³]

SymbolMeaningSI unit
ρtheoretical densitykg/m³
natoms per unit cell (SC 1, BCC 2, FCC 4, diamond 8, HCP hexagonal prism 6)1
Mmolar mass (atomic weight × 10⁻³ kg/mol)kg/mol
NAAvogadro constantmol⁻¹
Vcunit-cell volumem³
alattice parameterm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Density of a perfect crystal; real materials differ slightly through vacancies, porosity and impurities. For compounds use n formula units and the formula mass (NaCl type: 4 Na⁺–Cl⁻ pairs).
Common mistakes
Cubing a in nm (convert nm → cm by × 10⁻⁷ for g/cm³); using M in g/mol with m³ (for kg/m³, M must be in kg/mol); swapping n for BCC and FCC.
Example
BCC Fe (n = 2, M = 55.845 g/mol, a = 0.28665 nm = 0.28665 × 10⁻⁷ cm): Vc = a³ = 2.355 × 10⁻²³ cm³, ρ = 2 × 55.845/(6.02214 × 10²³ × 2.355 × 10⁻²³) = 7.874 g/cm³ (handbook: 7.87 g/cm³).

Terms Body-centered cubic Face-centered cubic

Source: Callister 10th ed. ch. 3

a = 2rSC[m]

√3a = 4rBCC[m]

√2a = 4rFCC[m]

a = 2rHCP[m]

c/a = √(8/3) ≈ 1.633ideal HCP[1]

SymbolMeaningSI unit
alattice parameterm
ratomic radius (hard sphere)m
cc lattice parameter of HCPm

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: c/a

Conditions and range
Hard spheres touching along the cube edge (SC), body diagonal (BCC), face diagonal (FCC) or within the basal plane (HCP). The “radius” depends on bonding (metallic radii refer to coordination 12).
Common mistakes
Radius vs diameter (4r is two diameters); swapping the BCC and FCC relations.
Example
BCC Fe (a = 0.28665 nm): r = √3a/4 = 0.1241 nm. FCC Cu (a = 0.36146 nm): r = √2a/4 = 0.1278 nm.

Terms Atomic packing factor Body-centered cubic Face-centered cubic Hexagonal close-packed

Source: Callister 10th ed. ch. 3

APF = Σ ni (4/3)πri³/Vc[1]

SymbolMeaningSI unit
APFatomic packing factor1
ninumber of atoms (ions) of radius ri per cell1
riatomic (ionic) radiusm
Vcunit-cell volumem³

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Hard-sphere model. Metals: SC 0.524, BCC 0.680, FCC and HCP 0.740, diamond 0.340. In ionic crystals, a follows from the direction in which cation and anion touch (edge in NaCl type, body diagonal in CsCl type).
Common mistakes
Taking a from anion–anion contact (only right for small radius ratios); counting one NaCl pair per cell instead of four.
Example
BCC: 2 × (4/3)π(√3a/4)³/a³ = √3π/8 = 0.6802; FCC: π/(3√2) = 0.7405. NaCl type (Na⁺ 0.102 nm, Cl⁻ 0.181 nm, ions touching along the cube edge): a = 2(r₊ + r₋) = 0.5660 nm, APF = 4 × (4/3)π(r₊³ + r₋³)/a³ = 0.646.

Terms Atomic packing factor

Source: Callister 10th ed. ch. 3; Callister 10th ed. ch. 12

PD = Np/A[m⁻²]

LD = Nl/L[m⁻¹]

SymbolMeaningSI unit
PDplanar densitym⁻²
LDlinear densitym⁻¹
Np, Nlatoms centred on the plane or line (counted by the fraction inside the section)1
Aplane aream²
Lline lengthm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Count only atoms whose centres lie on the plane (line). When counting within a unit-cell section, add corner and edge atoms by the fraction inside the section. Slip planes are the densest planes and slip directions the densest directions (FCC {111}⟨110⟩, BCC {110}⟨111⟩).
Common mistakes
Counting atoms that merely intersect the plane; using a² for every plane ((110) has √2a², the (111) triangle (√3/2)a²).
Example
FCC Al (a = 0.40496 nm), (111): the section of the unit cell is an equilateral triangle of side √2a (area (√3/2)a² = 0.1420 nm²) holding 3 × 1/6 + 3 × 1/2 = 2 atoms. PD = 14.08 nm⁻². Linear density along [110]: 2/(√2a) = 3.492 nm⁻¹.

Terms Miller indices Atomic packing factor

Source: Callister 10th ed. ch. 3

Vc = (3√3/2)a²c[m³]

n = 6hexagonal prism[1]

SymbolMeaningSI unit
Vcvolume of the hexagonal prismm³
a, clattice parametersm
natoms in the prism1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Count in the hexagonal prism (three primitive cells): 12 corners × 1/6, 2 faces × 1/2, 3 inside = 6 atoms. The primitive cell ((√3/2)a²c) holds 2. Use either in the density formula. Ideal c/a = √(8/3) = 1.633 (Mg 1.624, Zn 1.856, Ti 1.587).
Common mistakes
Pairing the prism volume with 2 atoms, or the primitive cell with 6 (density off by a factor of 3).
Example
Mg (a = 0.32094 nm, c = 0.52107 nm): c/a = 1.624 (close to the ideal 1.633). The hexagonal prism (3√3/2)a²c = 1.394 × 10⁻²² cm³ holds 6 atoms; with M = 24.305 g/mol, ρ = 1.737 g/cm³ (handbook: 1.74 g/cm³).

Terms Hexagonal close-packed

Source: Callister 10th ed. ch. 3

r/R = √2 − 1 ≈ 0.414octahedral hole[1]

r/R = √(3/2) − 1 ≈ 0.225tetrahedral hole[1]

r/R = √3 − 1 ≈ 0.732cubic hole[1]

SymbolMeaningSI unit
rradius of the sphere that fitsm
Rradius of the surrounding atoms (anions)m

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: r/R, r/R, r/R

Conditions and range
Octahedral and tetrahedral holes of close packing (FCC, HCP) and the cube centre of simple cubic. For ionic crystals it is the smallest radius ratio at which the cation still touches the anions, a guide to coordination (0.225–0.414: 4, 0.414–0.732: 6, ≥ 0.732: 8). BCC holes are distorted: octahedral 0.155, tetrahedral 0.291.
Common mistakes
Using FCC’s 0.414 for BCC octahedral holes. The radius-ratio rule is only a guide and fails for strongly covalent compounds.
Example
γ-Fe (FCC, a ≈ 0.3647 nm): R = √2a/4 = 0.1289 nm; the sphere that fits the octahedral hole is r = (√2 − 1)R = 0.0534 nm. A carbon atom (radius about 0.071 nm) is larger and pushes the neighbouring atoms apart.

Terms Face-centered cubic

Source: Callister 10th ed. ch. 12; Askeland 7th ed. ch. 3

Fhkl = Σj fj exp[2πi(hxj + kyj + lzj)][1]

I ∝ p|F|² × (1 + cos²2θ)/(sin²θ cosθ)[1]

SymbolMeaningSI unit
Fhklstructure factor (in units of one electron)1
fjatomic scattering factor of atom j (falls with sin θ/λ)1
h, k, lMiller indices1
xj, yj, zjfractional coordinates of atom j1
Iintegrated intensity (relative)1
pmultiplicity (planes of equal d)1
θBragg anglerad

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Kinematic intensities for a randomly oriented powder in Bragg–Brentano geometry with an infinitely thick sample, neglecting absorption and extinction. The LP factor (1 + cos²2θ)/(sin²θ cos θ) combines polarisation and Lorentz terms (its form changes with a monochromator). Multiplying by exp(−2B sin²θ/λ²) weakens high angles. Extinctions: BCC h + k + l odd; FCC h, k, l of mixed parity give F = 0.
Common mistakes
Comparing F instead of |F|²; leaving out the multiplicity; counting reflections of equal d (e.g. BCC (411) and (330)) separately.
Example
For FCC, F = 4f when h, k, l are all even or all odd, and 0 when mixed. Al with Cu Kα1: (111) at 2θ = 38.47°, f = 8.96, F = 35.8, LP = 15.7, multiplicity 8; (200) at 2θ = 44.72°, f = 8.51, F = 34.0, LP = 11.2, multiplicity 6. Intensity ratio I(200)/I(111) = 0.48 (without the temperature factor and anomalous dispersion).

Terms Extinction rules XRD (X-ray diffraction)

Source: Cullity 3rd ed. ch. 4

D = Kλ/(β cosθ)[m]

SymbolMeaningSI unit
Dcrystallite size (volume-weighted, normal to the planes)m
Kshape factor (0.89–0.94, usually 0.9)1
λX-ray wavelengthm
βsize broadening (FWHM after removing the instrumental width)rad
θBragg anglerad

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
When broadening comes from size alone (separate strain with Williamson–Hall). Useful up to about 100 nm; beyond that the size broadening is lost in the instrumental width. Remove the instrumental width βi as β² = βm² − βi² (Gaussian) or β = βm − βi (Lorentzian).
Common mistakes
Using β in degrees (convert to radians); putting 2θ into cos θ; not removing the instrumental width. The result is the coherent-domain size, not necessarily the grain size.
Example
Cu Kα1, 2θ = 44.5°, measured FWHM 0.55°, instrumental width 0.08° (Gaussian: β = √(0.55² − 0.08²) = 0.5442° = 0.009497 rad), K = 0.9: D = 0.9 × 0.15406/(0.009497 × cos 22.25°) = 15.8 nm.

Terms Scherrer equation XRD (X-ray diffraction)

Source: Cullity 3rd ed. ch. 5

β cosθ = Kλ/D + 4ε sinθ[1]

SymbolMeaningSI unit
βbreadth (FWHM after instrumental correction)rad
θBragg anglerad
Kshape factor1
λwavelengthm
Dcrystallite sizem
εinhomogeneous (micro)strain1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Assumes size (1/cos θ) and strain (tan θ) broadening are both Lorentzian and simply add. Plot β cos θ against 4 sin θ: the intercept gives D and the slope ε. Elastically anisotropic materials scatter; use the modified W–H method.
Common mistakes
Plotting against sin θ and forgetting the factor 4 in the slope; reporting D when the intercept is negative or near zero (no measurable size broadening).
Example
With the five Ni peaks of the XRD workbench example (2θ = 44.5°–98.4°, instrumental width 0.08° removed as Gaussian), a least-squares line of β cos θ against 4 sin θ gives intercept 6.924 × 10⁻³ rad and slope ε = 1.50 × 10⁻³ (= 0.150 %). D = Kλ/intercept = 0.9 × 0.15406/6.924 × 10⁻³ = 20.0 nm.

Terms Scherrer equation

Source: Williamson & Hall 1953; Cullity 3rd ed. ch. 5

Δ(2θ) ≈ −2 tanθ · Δd/d[1]

SymbolMeaningSI unit
Δ(2θ)peak shiftrad
θoriginal Bragg anglerad
Δd/drelative change of d (lattice strain)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Differential of Bragg’s law, valid for small Δd/d. Uniform strain (residual stress, solute, thermal expansion) shifts peaks; non-uniform strain broadens them. Shifts grow with angle, so precise lattice parameters use high-angle peaks.
Common mistakes
Sign: an expanded lattice moves 2θ down. The result is in radians (× 180/π for degrees). Using 2θ for θ. Sample displacement (zero error) also shifts peaks.
Example
Cu (111) (2θ = 43.32°, θ = 21.66°) with the lattice expanded by 0.1 % (Δd/d = 1.0 × 10⁻³): Δ(2θ) ≈ −2 × 1.0 × 10⁻³ × tan 21.66° = −7.94 × 10⁻⁴ rad = −0.0455° (towards lower angle).

Terms Bragg's law

Source: Cullity 3rd ed. ch. 3

a = (1 − x)aA + x aB[m]

SymbolMeaningSI unit
alattice parameter of the solid solutionm
xmole (atom) fraction of B1
aA, aBlattice parameters of pure A and B (same structure)m

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Empirical rule for continuous solid solutions of the same structure. Many alloys deviate (bowing up or down); precise compositions use measured calibrations. x is a mole fraction, not wt%.
Common mistakes
Using wt% for x; using lattice parameters of different structures.
Example
A Si–Ge solid solution (aSi = 0.54306 nm, aGe = 0.56574 nm) measured at a = 0.5500 nm: xGe = (0.5500 − 0.54306)/(0.56574 − 0.54306) = 0.306. Si–Ge deviates slightly below Vegard’s law, so precise compositions use a corrected relation.

Terms Solid-solution strengthening

Source: Cullity 3rd ed. ch. 13

Phase diagrams 9

F = C − P + 2[1]

F = C − P + 1constant pressure (condensed systems)[1]

SymbolMeaningSI unit
Fdegrees of freedom (independent intensive variables)1
Cnumber of components1
Pnumber of coexisting phases1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Equilibrium only. Phase diagrams of metals and ceramics are usually at constant pressure, so use the +1 form. Phase amounts are not degrees of freedom.
Common mistakes
Counting microconstituents (pearlite) as phases; using +2 for a constant-pressure diagram; applying it to non-equilibrium structures (martensite).
Example
Pb–Sn eutectic point at constant pressure (C = 2; α, β and liquid, P = 3): F = 2 − 3 + 1 = 0, so temperature and all three compositions are fixed (183 °C). In a two-phase field F = 1 (fixing T fixes both compositions). Triple point of water (pressure variable, C = 1, P = 3): F = 1 − 3 + 2 = 0.

Terms Gibbs phase rule Eutectic reaction

Source: Callister 10th ed. ch. 9; Porter 3rd ed. ch. 1

Wα = (Cβ − C₀)/(Cβ − Cα)[1]

Wβ = (C₀ − Cα)/(Cβ − Cα) = 1 − Wα[1]

SymbolMeaningSI unit
Wα, Wβmass fractions of α and β1
C₀overall alloy composition (wt%)1
Cα, Cβtie-line ends (phase compositions at that temperature, wt%)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Inside a two-phase field at equilibrium. wt% inputs give mass fractions, at% give mole fractions; divide by phase densities for volume fractions. Fractions of eutectic or proeutectoid constituents also come from the lever rule just above or below the three-phase line.
Common mistakes
Using the arm on the side of the wanted phase (use the opposite arm); mixing wt% and at%; taking the alloy composition as a phase composition.
Example
Cu–35 wt% Ni held at 1250 °C (tie-line ends CL = 31.5 wt%, Cα = 42.5 wt%): WL = (42.5 − 35)/(42.5 − 31.5) = 0.682, Wα = 0.318.

Terms Lever rule

Source: Callister 10th ed. ch. 9

We = (C₀ − Cα)/(CE − Cα)hypoeutectic[1]

Wα′ = (CE − C₀)/(CE − Cα)primary α[1]

SymbolMeaningSI unit
Wemass fraction of eutectic microconstituent1
Wα′mass fraction of primary α1
C₀alloy composition (wt%)1
Cαα solvus limit at the eutectic temperature (wt%)1
CEeutectic composition (wt%)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Just below the eutectic temperature after equilibrium solidification. For hypereutectic alloys replace α by β and Cα by Cβ. The eutectic itself contains α, so the total α phase is a separate lever rule using Cβ.
Common mistakes
Confusing microconstituent fractions (primary, eutectic) with phase fractions (α, β). Fast (Scheil-like) solidification gives eutectic even where equilibrium predicts none.
Example
Pb–40 wt% Sn (hypoeutectic) just below 183 °C: eutectic microconstituent We = (40 − 18.3)/(61.9 − 18.3) = 0.498, primary α 0.502. As phases: β = (40 − 18.3)/(97.8 − 18.3) = 0.273, α = 0.727 (including the α inside the eutectic).

Terms Eutectic reaction Lever rule

Source: Callister 10th ed. ch. 9

WP = (C₀ − 0.022)/(0.76 − 0.022)hypoeutectoid[1]

Wα′ = (0.76 − C₀)/(0.76 − 0.022)hypoeutectoid[1]

WFe₃C′ = (C₀ − 0.76)/(6.70 − 0.76)hypereutectoid[1]

SymbolMeaningSI unit
WPmass fraction of pearlite1
Wα′, WFe₃C′mass fractions of proeutectoid ferrite, cementite1
C₀carbon content (wt%)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Fe–Fe₃C cooled slowly to just below 727 °C. Values: eutectoid 0.76 wt% C, ferrite limit 0.022 wt%, Fe₃C 6.70 wt% (as in the site’s diagram and questions; some texts use 0.77 and 6.67).
Common mistakes
Confusing proeutectoid ferrite with total ferrite (including that in pearlite); using the hypo/hyper formula on the wrong side; applying it to rapid cooling.
Example
A 0.40 wt% C steel (hypoeutectoid) just below 727 °C: pearlite WP = (0.40 − 0.022)/(0.76 − 0.022) = 0.512, proeutectoid ferrite 0.488. Total ferrite phase (including that in pearlite): (6.70 − 0.40)/(6.70 − 0.022) = 0.943. For 1.00 wt% C (hypereutectoid) the proeutectoid cementite is (1.00 − 0.76)/(6.70 − 0.76) = 0.0404.

Terms Eutectoid reaction Pearlite

Source: Callister 10th ed. ch. 9

xB = (wB/MB)/(wA/MA + wB/MB)[1]

wB = xB MB/(xA MA + xB MB)[1]

SymbolMeaningSI unit
xA, xBmole fractions (× 100 for at%)1
wA, wBmass fractions (× 100 for wt%)1
MA, MBmolar masses (atomic weights)kg/mol

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Two components; for more, sum all components in the denominator. Also checks compound compositions (Fe₃C: 6.70 wt% C = 25 at% C).
Common mistakes
Swapping the atomic weights of A and B; treating wt% as an atom ratio.
Example
Pb–Sn eutectic, 61.9 wt% Sn (Pb 207.2, Sn 118.71 g/mol): xSn = (61.9/118.71)/(61.9/118.71 + 38.1/207.2) = 73.9 at%.

Source: Callister 10th ed. ch. 4

Cs = kC₀(1 − fs)k−1[1]

CL = C₀ fLk−1[1]

SymbolMeaningSI unit
Cssolid composition at the interface (wt%)1
CLliquid composition (wt%)1
kpartition coefficient Cs/CL (solidus/liquidus ratio)1
C₀alloy composition (wt%)1
fs, fLsolid and liquid fractions1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
No diffusion in the solid, complete mixing in the liquid, local equilibrium at the interface, constant k (straight solidus and liquidus). Estimates casting segregation and non-equilibrium eutectic. For k < 1 the last liquid is the most enriched.
Common mistakes
Swapping fs and fL; inverting k; expecting the equilibrium lever-rule result (equilibrium assumes a uniform solid).
Example
Al–4 wt% Cu (straight-line diagram, k = 5.65/33.2 = 0.170): at half solidified (fs = 0.5) the solid at the interface is Cs = 0.170 × 4 × 0.5^(−0.830) = 1.21 wt%. The liquid reaches the eutectic 33.2 wt% at fL = (33.2/4)^(1/(k − 1)) = 0.0781: about 7.8 % solidifies as eutectic although equilibrium predicts none.

Terms Eutectic reaction

Source: Scheil 1942; Porter 3rd ed. ch. 4

ΔGmix = ΩxA xB + RT(xA ln xA + xB ln xB)[kg·m²·s⁻²·mol⁻¹]

ΔSmix = −R(xA ln xA + xB ln xB)[kg·m²·s⁻²·K⁻¹·mol⁻¹]

Tc = Ω/(2R)top of the miscibility gap[K]

SymbolMeaningSI unit
ΔGmixGibbs energy of mixing per moleJ/mol
ΔSmixideal entropy of mixingJ/(mol·K)
Ωinteraction parameter (0: ideal, > 0: tendency to separate)J/mol
xA, xBmole fractions1
Rgas constantJ/(mol·K)
TtemperatureK
Tccritical temperatureK

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Random mixing with heat of mixing ΩxA xB (regular solution). For Ω > 2RT the ΔGmix curve has two minima: phase separation (miscibility gap, spinodal decomposition).
Common mistakes
Using log₁₀ for ln; T in °C; dropping the minus sign (ΔSmix is positive).
Example
Ideal solution (Ω = 0), xB = 0.5, T = 1000 K: ΔGmix = RT(0.5 ln 0.5 × 2) = −5763 J/mol, ΔSmix = 5.763 J/(mol·K). With Ω = 20 kJ/mol the miscibility gap closes at Tc = Ω/(2R) = 1203 K.

Terms Regular solution Entropy of mixing Spinodal decomposition

Source: Porter 3rd ed. ch. 1

ΔGv = Lv ΔT/Tm[kg·m⁻¹·s⁻²]

r* = 2γ/ΔGv = 2γTm/(Lv ΔT)[m]

ΔG* = 16πγ³/(3ΔGv²)[kg·m²·s⁻²]

SymbolMeaningSI unit
ΔGvdriving force per unit volume (magnitude)J/m³
Lvlatent heat per unit volume (positive)J/m³
ΔTundercooling Tm − TK
Tmmelting pointK
γsolid–liquid interfacial energyJ/m²
r*critical radiusm
ΔG*nucleation barrierJ

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Spherical nucleus, isotropic interfacial energy, small ΔT (linear ΔGv near Tm). Heterogeneous nucleation multiplies ΔG* by S(θ) = (2 + cos θ)(1 − cos θ)²/4.
Common mistakes
Sign conventions (Callister takes ΔHf negative: r* = −2γTm/(ΔHf ΔT)); using latent heat per mole (divide by molar volume); radius vs diameter.
Example
Pure gold (latent heat Lv = 1.16 × 10⁹ J/m³, γ = 0.132 J/m², Tm = 1337 K) undercooled by ΔT = 230 K: r* = 2 × 0.132 × 1337/(1.16 × 10⁹ × 230) = 1.32 nm, ΔG* = 9.68 × 10⁻¹⁹ J (the same numbers as the Callister chapter 10 example).

Terms Critical nucleus radius

Source: Callister 10th ed. ch. 10; Porter 3rd ed. ch. 4

y = 1 − exp(−ktⁿ)[1]

SymbolMeaningSI unit
yfraction transformed1
krate constant (temperature dependent; units depend on n)s⁻ⁿ
ttimes
nAvrami exponent (1–4 depending on nucleation and growth)1

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: ktⁿ

Conditions and range
Isothermal transformations by random nucleation and growth (recrystallisation, pearlite). A plot of log ln[1/(1 − y)] against log t has slope n. The rate is often expressed as 1/t₀.₅.
Common mistakes
Assuming k is in s⁻¹ (it depends on n); applying it directly to continuous cooling.
Example
With n = 3 and half-transformation time t₀.₅ = 100 s, k = ln 2/t₀.₅³ = 6.93 × 10⁻⁷ s⁻³. At 150 s, y = 1 − exp(−k × 150³) = 0.904.

Terms Recrystallization Pearlite

Source: Callister 10th ed. ch. 10; Porter 3rd ed. ch. 5

Diffusion and defects 10

D = D₀ exp(−Q/(RT))[m²·s⁻¹]

ln D = ln D₀ − (Q/R)(1/T)Arrhenius plot (slope −Q/R)[1]

Q = R ln(D₂/D₁)/(1/T₁ − 1/T₂)from two points[kg·m²·s⁻²·mol⁻¹]

SymbolMeaningSI unit
Ddiffusion coefficientm²/s
D₀pre-exponential factorm²/s
Qactivation energy per mole (per atom: replace R by k)J/mol
Rgas constant 8.314J/(mol·K)
Tabsolute temperatureK

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: Q/RT

Conditions and range
Within a temperature range controlled by one mechanism (lattice diffusion). At low temperature grain-boundary or pipe diffusion bends the Arrhenius plot; D₀ and Q change across magnetic or phase transitions (Fe).
Common mistakes
T in °C; dividing kJ/mol by R in J/(mol·K) (factor 1000); confusing eV/atom and kJ/mol (1 eV/atom = 96.49 kJ/mol); ln vs log₁₀ slopes (log₁₀ slope is −Q/(2.303R)).
Example
Carbon in γ-Fe (D₀ = 2.3 × 10⁻⁵ m²/s, Q = 148 kJ/mol) at 1000 °C = 1273.15 K: Q/RT = 13.98, D = 1.95 × 10⁻¹¹ m²/s. Conversely, D = 5.92 × 10⁻¹² at 900 °C and 5.39 × 10⁻¹¹ m²/s at 1100 °C give back Q = R ln(D₂/D₁)/(1/T₁ − 1/T₂) = 148.0 kJ/mol. Per atom, Q/NA = 1.53 eV.

Terms Diffusion coefficient

Source: Callister 10th ed. ch. 5; Shewmon 2nd ed. ch. 2

J = −D dC/dx[kg·m⁻²·s⁻¹]

J ≈ D(C₁ − C₂)/(x₂ − x₁)linear profile[kg·m⁻²·s⁻¹]

SymbolMeaningSI unit
Jdiffusion fluxkg/(m²·s)
Ddiffusion coefficientm²/s
Cconcentration (mol/m³ or atoms/m³ also work; J follows)kg/m³
xpositionm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Steady state, where the profile does not change with time (e.g. hydrogen permeation through a membrane), with D independent of concentration. Flux runs down the gradient (minus sign).
Common mistakes
Not converting mm to m; using wt% (convert to amount per volume); using it for non-steady problems.
Example
Steel plate at 700 °C with 1.2 kg/m³ of carbon at 5 mm and 0.8 kg/m³ at 10 mm, D = 3 × 10⁻¹¹ m²/s (steady state): J = 3 × 10⁻¹¹ × (1.2 − 0.8)/(5 × 10⁻³) = 2.4 × 10⁻⁹ kg/(m²·s) (the same numbers as the Callister chapter 5 example).

Terms Fick's laws Diffusion coefficient

Source: Callister 10th ed. ch. 5

∂C/∂t = D ∂²C/∂x²[kg·m⁻³·s⁻¹]

∂C/∂t = ∂/∂x(D ∂C/∂x)D depends on C[kg·m⁻³·s⁻¹]

∂C/∂t = ∇·(D∇C)3-D[kg·m⁻³·s⁻¹]

SymbolMeaningSI unit
Cconcentrationkg/m³
ttimes
Ddiffusion coefficientm²/s
xpositionm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
General equation when the profile changes with time. Solutions depend on boundary conditions: erfc for a semi-infinite solid with constant surface concentration, Gaussian for a fixed amount at the surface, erf for a diffusion couple, Fourier series or numerics for a finite slab. Concentration-dependent D (interdiffusion) needs the second form.
Common mistakes
Using the constant-D form when D varies strongly; choosing erfc vs Gaussian without checking the boundary conditions.
Example
The time to smooth out concentration differences over L = 50 µm (e.g. dendrite arm spacing) with D = 1 × 10⁻¹³ m²/s is of order L²/D = 2.5 × 10⁴ s (about 6.9 h). Doubling the distance quadruples the time.

Terms Fick's laws

Source: Crank 2nd ed. ch. 2; Callister 10th ed. ch. 5

(Cx − C₀)/(Cs − C₀) = 1 − erf(x/(2√(Dt)))constant surface concentration[1]

C(x, t) = (CA + CB)/2 − ((CA − CB)/2) erf(x/(2√(Dt)))diffusion couple (interface at x = 0)[kg·m⁻³]

SymbolMeaningSI unit
Cxconcentration at depth x and time tkg/m³
C₀initial uniform concentrationkg/m³
Csconstant surface concentrationkg/m³
CA, CBinitial concentrations left (x < 0) and right of the couplekg/m³
xdistance from surface (interface)m
Ddiffusion coefficient (constant)m²/s
ttimes

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: x/(2√(Dt))

Conditions and range
Semi-infinite solid (√(Dt) much smaller than the thickness), constant D, constant surface concentration (or constant concentrations far on both sides of a couple). The ratio form also works with wt%.
Common mistakes
Mixing erf and erfc (= 1 − erf); dropping the 2 in 2√(Dt); time in hours; using Cs − Cx as the denominator.
Example
A 0.25 wt% C steel carburised at 950 °C (D = 1.10 × 10⁻¹¹ m²/s, same data as the diffusion simulator) with surface 1.20 wt%, to reach 0.80 wt% at 0.5 mm: (0.80 − 0.25)/(1.20 − 0.25) = 0.5789 = 1 − erf z, so erf z = 0.4211, z = 0.3924, t = x²/(4z²D) = 3.69 × 10⁴ s = 10.2 h. In a diffusion couple at x = √(Dt) (z = 0.5), C = (CA + CB)/2 − (CA − CB)/2 × erf 0.5, i.e. a fraction 0.760 of the way from CA to CB.

Terms Carburizing Fick's laws Diffusion coefficient

Source: Callister 10th ed. ch. 5; Crank 2nd ed. ch. 2

x ∝ √(Dt)[m]

D₁t₁ = D₂t₂same profile[m²]

t₂ = t₁ exp[(Q/R)(1/T₂ − 1/T₁)]changing temperature[s]

SymbolMeaningSI unit
xdepth of a given concentrationm
Ddiffusion coefficientm²/s
ttimes
Qactivation energyJ/mol
Rgas constantJ/(mol·K)
T₁, T₂temperaturesK

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
For the same boundary conditions when the profile depends only on x/√(Dt) (erf, Gaussian). Doubling the depth needs four times the time.
Common mistakes
Making depth proportional to time (dropping the √); swapping T₁ and T₂ (higher T means shorter time).
Example
Cu in Al (D₀ = 6.5 × 10⁻⁵ m²/s, Q = 136 kJ/mol): D = 4.22 × 10⁻¹⁴ at 500 °C and 4.75 × 10⁻¹³ m²/s at 600 °C. To match 10 h at 500 °C, 600 °C needs t = 10 h × D₅₀₀/D₆₀₀ = 0.887 h. √(Dt) for 10 h at 500 °C is 39.0 µm.

Terms Diffusion coefficient

Source: Callister 10th ed. ch. 5

C(x, t) = M/√(πDt) · exp(−x²/(4Dt))[m⁻³]

xj = √(4Dt ln(C(0, t)/CB))junction depth[m]

SymbolMeaningSI unit
Cconcentration (number density; kg/m³ also works)m⁻³
Mamount per unit area initially at the surface (conserved)m⁻²
Ddiffusion coefficientm²/s
ttimes
xdepthm
xjdepth where C equals background CBm
CBbackground concentrationm⁻³

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: x²/(4Dt)

Conditions and range
A fixed amount M initially at the surface, no flux through the surface, spreading into a semi-infinite solid: semiconductor drive-in, tracer diffusion. For a thin layer inside an infinite body spreading both ways use M/(2√(πDt)).
Common mistakes
Mixing the semi-infinite and infinite prefactors (1/√(πDt) vs 1/(2√(πDt))); cm vs m (10¹⁴ cm⁻² = 10¹⁸ m⁻², 1 cm²/s = 10⁻⁴ m²/s).
Example
Boron in Si (D₀ = 0.76 cm²/s, Ea = 3.46 eV) driven in at 1100 °C (D = 1.52 × 10⁻¹⁷ m²/s) for 1 h with dose M = 5 × 10¹⁸ m⁻² (5 × 10¹⁴ cm⁻²): surface concentration M/√(πDt) = 1.21 × 10²⁵ m⁻³. Depth where it equals the background 10²¹ m⁻³ (junction depth): xj = √(4Dt ln(C(0)/CB)) = 1.43 µm.

Terms Fick's laws

Source: Crank 2nd ed. ch. 3; Sze 3rd ed.

Cin+1 = Cin + r(Ci+1n − 2Cin + Ci−1n)[kg·m⁻³]

r = DΔt/Δx² ≤ 1/2stability[1]

SymbolMeaningSI unit
Cinconcentration at node i, step nkg/m³
rmesh Fourier number1
Ddiffusion coefficientm²/s
Δttime steps
Δxgrid spacingm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Forward-time, centred-space solution of the 1-D second law with constant D. For r > 1/2 the solution oscillates and diverges. Used where no analytic solution exists (finite slabs, changing surface concentration).
Common mistakes
Refining the grid without reducing Δt (halving Δx needs a quarter of Δt).
Example
D = 1 × 10⁻¹¹ m²/s, Δx = 10 µm: Δt ≤ Δx²/(2D) = 5.0 s. The diffusion simulator uses r = 0.4 for margin (Δt = 4.0 s).

Terms Fick's laws

Source: Crank 2nd ed. ch. 8

Nv = N exp(−Qv/(kT))[m⁻³]

N = NA ρ/A[m⁻³]

SymbolMeaningSI unit
Nvequilibrium vacancy concentrationm⁻³
Nnumber density of atomic sitesm⁻³
Qvvacancy formation energy per vacancy (often given in eV)J
kBoltzmann constant (8.617 × 10⁻⁵ eV/K)J/K
Tabsolute temperatureK
NAAvogadro constantmol⁻¹
ρdensitykg/m³
Amolar masskg/mol

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: Qv/kT

Conditions and range
Thermal-equilibrium vacancies; the formation-entropy factor exp(Sv/k) (about 1–10) is omitted. Quenched samples retain high-temperature vacancies.
Common mistakes
Dividing eV by k in J/K (use k in eV/K); T in °C; the 10⁶ when converting g/cm³ to m⁻³.
Example
Cu at 1000 °C (ρ = 8.4 g/cm³, A = 63.5 g/mol, Qv = 0.9 eV): N = NA ρ/A = 7.97 × 10²⁸ m⁻³, Qv/kT = 8.203, Nv = 2.2 × 10²⁵ m⁻³ (the same numbers as the Callister chapter 4 example): one vacancy per 3653 atoms.

Terms Vacancy

Source: Callister 10th ed. ch. 4

|b| = (a/n)√(u² + v² + w²)b = (a/n)[uvw][m]

|b| = a/√2FCC a/2⟨110⟩[m]

|b| = √3a/2BCC a/2⟨111⟩[m]

SymbolMeaningSI unit
bmagnitude of the Burgers vectorm
alattice parameterm
ndenominator (2 for perfect dislocations in FCC and BCC)1
u, v, wdirection indices1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
For perfect dislocations b is the shortest lattice translation (FCC a/2⟨110⟩, BCC a/2⟨111⟩, HCP a/3⟨11−20⟩ with |b| = a). The FCC Shockley partial a/6⟨112⟩ has |b| = a/√6.
Common mistakes
Dropping the 1/2 and getting √2a; swapping the BCC and FCC directions.
Example
FCC Cu (a = 0.36146 nm), a/2⟨110⟩: |b| = a/√2 = 0.2556 nm (the nearest-neighbour distance). BCC Fe (a = 0.28665 nm), a/2⟨111⟩: |b| = √3a/2 = 0.2482 nm.

Terms Burgers vector Dislocation

Source: Hull & Bacon 5th ed. ch. 1; Callister 10th ed. ch. 7

NA = N₀ · 2G−1[m⁻²]

ℓ̄ = ℓ₀ · 2−G/2[m]

SymbolMeaningSI unit
NAgrains per unit area at 1×m⁻²
N₀15.50 mm⁻² (one grain per square inch at 100×)m⁻²
GASTM grain size number1
ℓ̄mean lineal interceptm
ℓ₀0.320 mm (intercept at G = 0)m

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
ASTM E112 conversions; the original definition is N = 2G−1 grains per square inch at 100×. JIS G 0551 (ISO 643) uses m = 8 × 2G per mm², giving numbers about 0.05 lower for the same structure. Converting to a “diameter” (e.g. d ≈ ℓ̄) is a convention.
Common mistakes
Larger numbers mean finer grains; using counts from images not at 100× without converting to true area.
Example
Grain size number G = 6: 2⁵ = 32 grains per square inch at 100×, i.e. NA = 15.50 × 32 = 496 mm⁻² at 1×. Mean intercept ℓ̄ = 0.3200 × 2^(−3) = 40.0 µm.

Terms Hall–Petch relationship

Source: ASTM E112

Mechanical properties 10

σ = F/A₀[kg·m⁻¹·s⁻²]

ε = Δl/l₀[1]

σ = Eε[kg·m⁻¹·s⁻²]

Δl = Fl₀/(A₀E)elongation of a bar[m]

SymbolMeaningSI unit
σengineering stressPa
FloadN
A₀original cross-section (πd²/4 for a round bar)m²
εengineering strain1
Δl, l₀elongation and original lengthm
EYoung’s modulusPa

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Linear elasticity (below the proportional limit), small strain, uniaxial load on a uniform bar. It does not apply after yielding. For a stepped bar, find the extension of each section and add them.
Common mistakes
Using the diameter as the radius (πd² is four times too big); MPa vs GPa (N/mm² vs kN/mm²); applying it above the yield stress.
Example
A Cu bar pulled at σ = 276 MPa (l₀ = 305 mm, E = 110 GPa, elastic): ε = 276/110000 = 2.51 × 10⁻³, Δl = εl₀ = 0.765 mm. For a 10 mm diameter bar, F = σA = 276 × 78.54 = 21.68 kN.

Terms Young's modulus

Source: Callister 10th ed. ch. 6

ν = −εx/εz[1]

Δd = −νεz d₀change in diameter[m]

SymbolMeaningSI unit
νPoisson’s ratio (metals 0.26–0.35, rubber near 0.5)1
εzaxial strain1
εxlateral strain1
d₀, Δdoriginal diameter and its changem

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Isotropic linear elasticity. In plastic deformation volume is nearly constant, so the apparent ratio approaches 0.5.
Common mistakes
Sign (diameter shrinks in tension); treating diameter change as radius change.
Example
Load that reduces the diameter of a brass rod (d₀ = 10 mm, ν = 0.34, E = 97 GPa) by 2.5 µm: εx = −2.5 × 10⁻⁴, εz = −εx/ν = 7.35 × 10⁻⁴, σ = Eεz = 71.3 MPa, F = σπd₀²/4 = 5602 N (same numbers as the Callister Ch. 6 example).

Terms Young's modulus

Source: Callister 10th ed. ch. 6

G = E/(2(1 + ν))[kg·m⁻¹·s⁻²]

K = E/(3(1 − 2ν))[kg·m⁻¹·s⁻²]

εx = [σx − ν(σy + σz)]/Egeneralised Hooke’s law[1]

SymbolMeaningSI unit
EYoung’s modulusPa
Gshear modulusPa
Kbulk modulusPa
νPoisson’s ratio1
σx, σy, σznormal stressesPa
εxstrain in x1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Isotropic solids only (two independent constants). Not valid for single crystals or fibre composites. Add αΔT for thermal strain. As ν → 0.5, K → ∞ (incompressible).
Common mistakes
Applying it to anisotropic materials (Si wafers, CFRP). Handbook G values that disagree with E/(2(1 + ν)) reflect texture or measurement differences.
Example
Al (E = 69 GPa, ν = 0.33): G = 69/(2 × 1.33) = 25.9 GPa, K = 69/(3 × 0.34) = 67.6 GPa. Steel plate (E = 200 GPa, ν = 0.30) under equibiaxial σx = σy = 100 MPa: εx = (100 − 0.30 × 100)/200000 = 3.5 × 10⁻⁴, εz = −0.30 × 200/200000 = −3.0 × 10⁻⁴.

Terms Young's modulus

Source: Callister 10th ed. ch. 6; Dowling 4th ed. ch. 5

σT = F/Ai = σ(1 + ε)[kg·m⁻¹·s⁻²]

εT = ln(li/l₀) = ln(1 + ε)[1]

SymbolMeaningSI unit
σTtrue stressPa
Aiinstantaneous aream²
FloadN
σengineering stressPa
εengineering strain1
εTtrue strain1
li, l₀instantaneous and original lengthm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
The (1 + ε) forms assume constant volume and hold only up to necking (uniform elongation). After necking use σT = F/Ai with the measured minimum area (Bridgman’s triaxiality correction applies further).
Common mistakes
Using σ(1 + ε) after necking; in compression ε is negative and σT smaller; computing true strain with log₁₀.
Example
Engineering stress 400 MPa at engineering strain 0.20 (before necking): σT = 400 × 1.20 = 480 MPa, εT = ln 1.20 = 0.182.

Terms Work hardening

Source: Callister 10th ed. ch. 6

%EL = (lf − l₀)/l₀ × 100[1]

%RA = (A₀ − Af)/A₀ × 100[1]

εT,f = ln(A₀/Af)true fracture strain[1]

SymbolMeaningSI unit
%ELelongation at fracture (%)1
%RAreduction of area (%)1
lf, l₀final and original gauge lengthm
Af, A₀fracture and original aream²
εT,ftrue fracture strain1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
%EL depends on gauge length (the neck takes a different share), so state the specimen standard (e.g. 50 mm ASTM, JIS 14A). %RA does not.
Common mistakes
Using the diameter ratio for %RA (area goes with the square); computing true fracture stress with the original area.
Example
A 12.8 mm steel specimen breaks at an engineering stress of 460 MPa with a 10.7 mm neck: %RA = (128.7 − 89.9)/128.7 × 100 = 30.1 %, true fracture strain ln(A₀/Af) = 0.358, true fracture stress = 460 × A₀/Af = 658 MPa (same numbers as the Callister Ch. 6 example).

Source: Callister 10th ed. ch. 6

σT = KεTⁿ[kg·m⁻¹·s⁻²]

εT = nonset of necking (Considère)[1]

SymbolMeaningSI unit
σTtrue stressPa
Kstrength coefficientPa
εTtrue (plastic) strain1
nstrain-hardening exponent (0.1–0.5)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Uniform plastic deformation between yield and necking; fit n and K where log σT vs log εT is straight. Necking (dσT/dεT = σT) gives εT = n.
Common mistakes
Fitting engineering values; thinking n depends on log base (it does not, the ratio is the same).
Example
An alloy with K = 1035 MPa shows a true stress of 415 MPa at a true strain of 0.10: n = ln(415/1035)/ln 0.10 = 0.40. Necking begins at εT = n ≈ 0.40.

Terms Work hardening

Source: Callister 10th ed. ch. 6; Dowling 4th ed. ch. 15

Ur = σy²/(2E)[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
Urmodulus of resilience (elastic energy stored per volume up to yield)J/m³
σyyield strengthPa
EYoung’s modulusPa

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Linear elastic up to yield. Springs need high Ur (high σy, low E). Not the same as toughness (area to fracture).
Common mistakes
Missing that 1 J/m³ = 1 Pa; confusing it with toughness.
Example
Steel with σy = 350 MPa, E = 207 GPa: Ur = (350 × 10⁶)²/(2 × 207 × 10⁹) = 2.96 × 10⁵ J/m³ (= 296 kJ/m³).

Terms 0.2% offset yield strength Young's modulus

Source: Callister 10th ed. ch. 6

σy = σ₀ + ky d−1/2[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
σyyield strengthPa
σ₀friction stressPa
kyHall–Petch coefficientPa·√m
dmean grain diameterm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Polycrystals with grains above about 10 nm (finer grains may soften: inverse Hall–Petch). Compare annealed states with the same precipitation and texture.
Common mistakes
Using d in µm with ky in MPa·√m (convert to m); plotting against d rather than 1/√d; confusing grain size number with diameter.
Example
Steel with σ₀ = 70 MPa, ky = 0.74 MPa·√m: d = 20 µm gives σy = 70 + 0.74/√(2 × 10⁻⁵) = 235.5 MPa; d = 5 µm gives 400.9 MPa. Quartering the grain size doubles the ky term.

Terms Hall–Petch relationship

Source: Callister 10th ed. ch. 7; Hull & Bacon 5th ed. ch. 10

τR = σ cosφ cosλ[kg·m⁻¹·s⁻²]

σy = τCRSS/(cosφ cosλ)maxyield[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
τRresolved shear stressPa
σtensile stressPa
φangle between tensile axis and slip-plane normalrad
λangle between tensile axis and slip directionrad
τCRSScritical resolved shear stressPa
σyyield stressPa

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Single crystals under uniaxial load. The system with the largest Schmid factor cos φ cos λ (max 0.5) slips first. In cubic crystals cos is the normalised dot product of the indices.
Common mistakes
Assuming φ + λ = 90° (not true in general); choosing a direction that does not lie in the slip plane; using sin.
Example
A BCC Fe single crystal pulled along [010] at 52 MPa, slip system (110)[−111]: cos φ = 1/√2 = 0.7071 (φ = 45°), cos λ = 1/√3 = 0.5774 (λ = 54.7°), τR = 52 × 0.7071 × 0.5774 = 21.2 MPa. With τCRSS = 30 MPa the yield stress is 30/0.4082 = 73.5 MPa (same numbers as the Callister Ch. 7 example).

Terms Dislocation

Source: Callister 10th ed. ch. 7

M = E/ρstiff tie[m²·s⁻²]

M = E1/2/ρstiff beam[kg⁻¹ᐟ²·m⁵ᐟ²·s⁻¹]

M = E1/3/ρstiff panel[kg⁻²ᐟ³·m⁸ᐟ³·s⁻²ᐟ³]

M = σf2/3/ρstrong beam[kg⁻¹ᐟ³·m⁷ᐟ³·s⁻⁴ᐟ³]

SymbolMeaningSI unit
Mperformance index (higher is lighter for the same duty; units per index)—
EYoung’s modulusPa
σffailure strengthPa
ρdensitykg/m³

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Minimum mass when the section size may change freely; the index depends on geometry, loading and what is fixed. On the material selection chart, candidates lie above the line of constant index (slopes 1, 2, 3).
Common mistakes
Using E/ρ for a beam (beams use √E/ρ); comparing indices with inconsistent units.
Example
Light, stiff beam (index √E/ρ, E in GPa, ρ in g/cm³): Al alloy √70/2.70 = 3.10, steel √210/7.85 = 1.85. For equal bending stiffness the Al beam weighs 1/1.68 of the steel one. For a tie (E/ρ) they are almost equal (25.9 vs 26.8).

Terms Material index (performance index) Specific stiffness Ashby chart (materials selection chart)

Source: Ashby 5th ed. ch. 5

Fracture 10

σmax = σ₀(1 + 2√(a/ρt)) ≈ 2σ₀√(a/ρt)[kg·m⁻¹·s⁻²]

Kt = σmax/σ₀[1]

SymbolMeaningSI unit
σmaxmaximum stress at the crack (notch) tipPa
σ₀remote nominal stressPa
asurface crack depth (half length of an internal crack)m
ρttip radius of curvaturem
Ktstress concentration factor1

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: a/ρt

Conditions and range
Elliptical hole in an infinite plate loaded normal to the major axis, linear elastic. For sharp cracks (ρt → 0) the stress diverges, so use the stress intensity factor K. Use design charts for real geometries.
Common mistakes
Using the full internal crack length for a (use half); mixing mm and µm for a and ρt.
Example
Surface crack of depth a = 0.5 mm with tip radius ρt = 5 µm under σ₀ = 100 MPa: a/ρt = 100, Kt = 1 + 2√100 = 21.0, σmax = 2100 MPa (the approximation 2σ₀√(a/ρt) gives 2000 MPa).

Terms Stress concentration factor Griffith theory

Source: Callister 10th ed. ch. 8; Anderson 4th ed. ch. 2

σc = √(2Eγs/(πa))plane stress[kg·m⁻¹·s⁻²]

σc = √(2Eγs/(π(1 − ν²)a))plane strain[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
σcfracture stressPa
EYoung’s modulusPa
γssurface energyJ/m²
asurface crack depth (half length of internal crack)m
νPoisson’s ratio1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Ideally brittle solids such as glass. In metals plastic work γp is thousands of times γs, so 2γs is replaced by Gc (the KIC form).
Common mistakes
Using only γs for metals (far too low); dropping the 2 in 2γs.
Example
Glass plate (E = 69 GPa, surface energy γs = 0.3 J/m²) under 40 MPa tension: largest tolerable surface flaw a = 2Eγs/(πσ²) = 8.2 µm.

Terms Griffith theory

Source: Callister 10th ed. ch. 8; Anderson 4th ed. ch. 2

KI = Yσ√(πa)[kg·m⁻¹ᐟ²·s⁻²]

KI = KICfracture condition[kg·m⁻¹ᐟ²·s⁻²]

ac = (1/π)(KIC/(Yσ))²critical crack size[m]

SymbolMeaningSI unit
KIstress intensity factor (mode I)Pa·√m
Ygeometry factor (centre crack in infinite plate 1.0, surface crack ≈ 1.12)1
σnominal stressPa
asurface crack depth or half internal lengthm
KICplane-strain fracture toughnessPa·√m
accritical crack sizem

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Linear elastic fracture mechanics: plastic zone small compared with crack and section (small-scale yielding). If the fracture stress approaches yield, the part yields first. KIC is measured in plane strain (E399).
Common mistakes
Using the full internal crack length; a in mm under the root (use m with MPa·√m); assuming Y = 1 always.
Example
Surface crack (Y = 1.12) in steel with KIC = 60 MPa·√m: at 300 MPa the critical depth is ac = (1/π)(60/(1.12 × 300))² = 10.2 mm. With a 5 mm crack the fracture stress is σc = 60/(1.12√(π × 0.005)) = 427 MPa.

Terms Stress intensity factor Fracture toughness Yield before fracture

Source: Callister 10th ed. ch. 8; Anderson 4th ed. ch. 2

G = K²/Eplane stress[kg·s⁻²]

G = K²(1 − ν²)/Eplane strain[kg·s⁻²]

SymbolMeaningSI unit
Genergy release rateJ/m²
Kstress intensity factorPa·√m
EYoung’s modulusPa
νPoisson’s ratio1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Linear elastic, mode I. Crack grows when G ≥ Gc (the generalised Griffith criterion). For mixed modes G = (KI² + KII²)(1 − ν²)/E + KIII²(1 + ν)/E.
Common mistakes
Mixing plane stress and plane strain; using K in MPa·√m without converting to Pa·√m.
Example
KIC = 50 MPa·√m, E = 210 GPa, ν = 0.3 (plane strain): GIC = K²(1 − ν²)/E = 10.8 kJ/m².

Terms Energy release rate

Source: Anderson 4th ed. ch. 2

rp = (1/(2π))(K/σy)²plane-stress plastic zone (Irwin)[m]

B, a ≥ 2.5(KIC/σy)²plane-strain validity[m]

SymbolMeaningSI unit
rpcrack-tip plastic zone sizem
K, KICstress intensity factor, plane-strain fracture toughnessPa·√m
σyyield strengthPa
B, aspecimen thickness, crack lengthm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Irwin’s first-order estimate (about one third in plane strain). 2.5(KIC/σy)² is the ASTM E399 validity requirement; thinner specimens approach plane stress and show higher apparent toughness.
Common mistakes
Treating rp as a diameter; calling a thin-sheet value KIC.
Example
K = 50 MPa·√m, σy = 500 MPa: plane-stress plastic zone rp = (1/2π)(50/500)² = 1.59 mm (about one third in plane strain). A valid KIC test needs thickness and crack length ≥ 2.5(KIC/σy)² = 25.0 mm.

Terms Fracture toughness Yield before fracture

Source: Anderson 4th ed. ch. 2; ASTM E399

da/dN = C(ΔK)m[m]

ΔK = YΔσ√(πa)[kg·m⁻¹ᐟ²·s⁻²]

Nf = [ac1−m/2 − a₀1−m/2]/[C(YΔσ√π)m(1 − m/2)]constant Y, m ≠ 2[1]

SymbolMeaningSI unit
da/dNcrack growth per cyclem
Cmaterial constant (units depend on m)m·(Pa·√m)⁻ᵐ
ΔKstress-intensity rangePa·√m
mParis exponent (2–4 for metals)1
Δσstress range (compressive part usually ignored)Pa
Ygeometry factor1
a, a₀, accrack size (initial, critical)m
Nfcycles to failure1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Stage II growth: ΔK above the threshold and Kmax well below KIC. This form ignores mean-stress (R) effects. Integrate numerically when Y varies with a.
Common mistakes
Using C without checking its unit basis (MPa·√m and m?); using Kmax for ΔK; applying the formula at m = 2 (it becomes logarithmic).
Example
Δσ = 100 MPa (compressive part ignored), initial surface crack 2.0 mm, KIC = 25 MPa·√m, Y = 1.0, C = 1.0 × 10⁻¹², m = 3 (MPa·√m and m units): final crack ac = (1/π)(25/100)² = 19.9 mm, Nf = [ac^(−1/2) − a₀^(−1/2)]/[C(Δσ√π)³(−1/2)] = 5.48 × 10⁶ cycles (same conditions as the Callister Ch. 8 example).

Terms Paris law Fatigue striations Stress intensity factor

Source: Paris & Erdogan 1963; Callister 10th ed. ch. 8; Anderson 4th ed. ch. 10

σa = σf′(2Nf)bBasquin (high cycle)[kg·m⁻¹·s⁻²]

Δε/2 = (σf′/E)(2Nf)b + εf′(2Nf)cwith Coffin–Manson (low cycle)[1]

SymbolMeaningSI unit
σastress amplitudePa
σf′fatigue strength coefficientPa
2Nfreversals to failure (twice the cycles)1
bfatigue strength exponent (−0.05 to −0.12)1
Δε/2strain amplitude1
EYoung’s modulusPa
εf′fatigue ductility coefficient1
cfatigue ductility exponent (−0.5 to −0.7)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Fully reversed constant amplitude on smooth specimens. The elastic term dominates at high cycles and the plastic term below about 10⁴ cycles. Correct for mean stress (e.g. Morrow) and combine with Miner’s rule for variable loads.
Common mistakes
Confusing reversals 2Nf with cycles Nf; amplitude vs range (factor 2).
Example
Assumed constants σf′ = 1000 MPa, b = −0.09, εf′ = 0.6, c = −0.6, E = 200 GPa: at Nf = 10⁴ cycles the strain amplitude is elastic 2.05 × 10⁻³ + plastic 1.58 × 10⁻³ = 3.63 × 10⁻³. Transition life (elastic = plastic): Nt = 5968 cycles. A stress amplitude of 400 MPa (high-cycle) gives Nf = (400/1000)^(1/b)/2 = 1.32 × 10⁴ cycles by Basquin.

Terms Fatigue limit

Source: Dowling 4th ed. ch. 9; Dowling 4th ed. ch. 14

σa/σe + σm/σu = 1modified Goodman[1]

σm = (σmax + σmin)/2mean stress[kg·m⁻¹·s⁻²]

σa = (σmax − σmin)/2amplitude[kg·m⁻¹·s⁻²]

R = σmin/σmaxstress ratio[1]

SymbolMeaningSI unit
σastress amplitudePa
σmmean stressPa
σefully reversed fatigue limit (or strength at N)Pa
σutensile strengthPa
σmax, σminmaximum and minimum stressPa
Rstress ratio1

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: σa/σe, σm/σu

Conditions and range
Conservative straight-line estimate of how tensile mean stress lowers fatigue strength. For ductile metals Gerber’s parabola ((σm/σu)²) fits better; Soderberg uses σy. Compressive mean stress is usually not credited.
Common mistakes
Using the range as amplitude (halve it); confusing R = −1 (fully reversed) and R = 0 (zero to tension).
Example
Fatigue limit σe = 300 MPa (fully reversed), tensile strength σu = 800 MPa, mean stress 200 MPa: allowable amplitude σa = 300(1 − 200/800) = 225 MPa; σmax = 200 + 225 = 425 MPa, σmin = −25 MPa, R = −0.059.

Terms Modified Goodman diagram Fatigue limit

Source: Dowling 4th ed. ch. 10; Callister 10th ed. ch. 8

D = Σ ni/Ni[1]

D = 1failure[1]

SymbolMeaningSI unit
Dcumulative damage1
nicycles applied at level i1
Nilife at level i alone1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Ignores load-sequence effects: high-then-low loading tends to fail at D < 1, low-then-high may exceed 1. Designs sometimes limit D to 0.3–0.5.
Common mistakes
Ignoring cycles below the fatigue limit or taking Ni = ∞ (once a crack grows, low stresses also damage).
Example
2 × 10⁴ cycles at a stress with life 10⁵ (0.2) and 3 × 10⁵ cycles at life 10⁶ (0.3): damage D = 0.50. At a stress with life 10⁷ the remaining life is (1 − 0.50) × 10⁷ = 5.0 × 10⁶ cycles.

Terms Miner's rule

Source: Dowling 4th ed. ch. 9

Pf = 1 − exp[−(V/V₀)(σ/σ₀)m][1]

σ₂/σ₁ = (V₁/V₂)1/msize effect[1]

SymbolMeaningSI unit
Pfprobability of failure1
V, V₀stressed and reference volumem³
σstressPa
σ₀scale parameter (63.2 % failure at V₀)Pa
mWeibull modulus (ceramics 5–20)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Weakest-link brittle materials, written for uniform tension; for bending use the effective volume. m is the slope of ln ln[1/(1 − Pf)] against ln σ.
Common mistakes
Using bend strengths directly for tensile parts (different effective volume); confusing Pf with survival probability Ps = 1 − Pf.
Example
Ceramic with Weibull modulus m = 10 and σ₀ = 300 MPa (specimen volume V₀) at 200 MPa: Pf = 1 − exp[−(200/300)¹⁰] = 0.0172. A part ten times larger reaches the same probability at (1/10)^(1/10) = 0.794 times the stress.

Terms Weibull modulus

Source: Weibull 1951; Callister 10th ed. ch. 12

Thermal 12

ΔL/L₀ = αl ΔT[1]

αv ≈ 3αlvolumetric (isotropic)[K⁻¹]

SymbolMeaningSI unit
ΔL, L₀change in length and original lengthm
αllinear expansion coefficientK⁻¹
ΔTtemperature change (T₂ − T₁)K
αvvolumetric expansion coefficientK⁻¹

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
When α can be taken as constant over the range (otherwise integrate α(T)). The 3α relation is for isotropic materials only (anisotropic crystals and composites differ by direction).
Common mistakes
Dropping the 10⁻⁶; multiplying by an absolute temperature instead of a difference. A difference in °C equals a difference in K.
Example
Brass wire (α = 20 × 10⁻⁶ K⁻¹), 15 m, cooled from 40 °C to −9 °C: ΔL = 20 × 10⁻⁶ × 15 × (−49) = −1.47 × 10⁻² m = −14.7 mm (contraction). The volume decreases by 3α: 0.29 %.

Terms Coefficient of linear thermal expansion Invar

Source: Callister 10th ed. ch. 19

σ = −EαΔTuniaxial constraint[kg·m⁻¹·s⁻²]

σ = −EαΔT/(1 − ν)equibiaxial constraint (plate)[kg·m⁻¹·s⁻²]

σ = −EαΔT/(1 − 2ν)triaxial constraint[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
σthermal stress (tension positive)Pa
EYoung’s modulusPa
αlinear expansion coefficientK⁻¹
ΔTtemperature change from the stress-free stateK
νPoisson’s ratio1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Full constraint (zero net strain), linear elastic. Heating gives compression, cooling tension. For partial constraint or temperature gradients, see the thermal stress lab.
Common mistakes
Sign errors; using the uniaxial formula for a plate; using values above yield.
Example
Brass rod fixed at both ends (E = 100 GPa, α = 20 × 10⁻⁶ K⁻¹) heated from 20 °C: to keep the compressive stress below 172 MPa, ΔT = 172/(100000 × 20 × 10⁻⁶) = 86.0 K, T = 106 °C. A biaxially constrained plate (ν = 0.35) would see 1/(1 − ν) = 1.54 times the stress for the same ΔT.

Terms Thermal stress Coefficient of linear thermal expansion

Source: Callister 10th ed. ch. 19; Timoshenko & Goodier 3rd ed. ch. 13

σf = [Ef/(1 − νf)](αs − αf)ΔT[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
σffilm thermal stress (equibiaxial, tension positive)Pa
Ef/(1 − νf)biaxial modulus of the filmPa
αs, αfexpansion coefficients of substrate and filmK⁻¹
ΔTchange from the stress-free temperature (negative on cooling)K

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Film much thinner than the substrate (substrate undeformed), in-plane isotropic, linear elastic. Take the deposition temperature as stress-free (add intrinsic growth stress separately).
Common mistakes
Order of (αf − αs) vs (αs − αf); dropping 1 − ν (uniaxial form); ignoring anisotropy of single-crystal films.
Example
Al film (Ef = 70 GPa, νf = 0.33, αf = 23.1 × 10⁻⁶ K⁻¹) on Si (αs = 2.6 × 10⁻⁶ K⁻¹), stress-free at 400 °C, cooled to 25 °C: σf = (70000/0.67) × (2.6 − 23.1) × 10⁻⁶ × (−375) = 803 MPa (tensile). In practice Al yields long before reaching this elastic value.

Terms Thermal stress

Source: Timoshenko & Goodier 3rd ed. ch. 13

σf = Es ts² κ/[6(1 − νs) tf][kg·m⁻¹·s⁻²]

κ = 1/Rcurvature[m⁻¹]

SymbolMeaningSI unit
σfmean film stressPa
Es/(1 − νs)biaxial modulus of the substratePa
ts, tfsubstrate and film thicknessm
κcurvature (change on deposition)m⁻¹
Rradius of curvaturem

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
tf ≪ ts, deflection smaller than substrate thickness, isotropic substrate (use 180 GPa biaxial modulus for Si(100)). The film’s elastic constants are not needed.
Common mistakes
Swapping ts and tf (ts is squared); not subtracting the pre-deposition curvature; diameter vs radius of curvature.
Example
A (100) Si wafer (biaxial modulus Es/(1 − νs) = 180 GPa, 0.525 mm thick) with a 1 µm film bows to a 50 m radius: σf = 180 × 10⁹ × (0.525 × 10⁻³)²/(6 × 10⁻⁶ × 50) = 165 MPa.

Terms Thermal stress

Source: Stoney 1909

σ₁A₁ + σ₂A₂ = 0force balance[kg·m·s⁻²]

α₁ΔT + σ₁/E₁ = α₂ΔT + σ₂/E₂equal elongation[1]

σ₁ = −(α₁ − α₂)ΔT/[1/E₁ + A₁/(A₂E₂)]solution[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
σ₁, σ₂stress in each barPa
A₁, A₂cross-sectional areasm²
α₁, α₂expansion coefficientsK⁻¹
E₁, E₂Young’s moduliPa
ΔTtemperature changeK

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Two parallel bars joined at both ends, no external load, uniform temperature, linear elastic, no bending. With an external load, put it on the right-hand side of the force balance.
Common mistakes
Using the fully constrained value (EαΔT) for one bar; ignoring different areas.
Example
Steel (E = 200 GPa, α = 12 × 10⁻⁶) and Al (70 GPa, 23 × 10⁻⁶) bars of equal section (100 mm²) joined at both ends and heated by 100 K: σ₁ (steel) = −(12 − 23) × 10⁻⁶ × 100/(1/200000 + 1/70000) = 57.0 MPa (tension), σ₂ (Al) = −57.0 MPa (compression).

Terms Thermal stress Coefficient of linear thermal expansion

Source: Timoshenko & Goodier 3rd ed. ch. 13; Callister 10th ed. ch. 19

κ = 6Δε(1 + m)²/{h[3(1 + m)² + (1 + mn)(m² + 1/(mn))]}[m⁻¹]

κ = 3Δε/(2h)t₁ = t₂, E₁ = E₂[m⁻¹]

m = t₁/t₂, n = E₁/E₂definitions[1]

h = t₁ + t₂total thickness[m]

SymbolMeaningSI unit
κcurvaturem⁻¹
Δεthermal strain mismatch (α₂ − α₁)ΔT1
t₁, t₂, hlayer thicknesses and totalm
m, nthickness and modulus ratios1
E₁, E₂moduli of the layersPa

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Two-layer beam, free in the width direction, linear elastic, uniform temperature. For wide plates replace E by E/(1 − ν).
Common mistakes
Wrong sense (the higher-expansion layer is on the convex side); taking h as one layer thickness.
Example
Two layers of 0.5 mm each with equal moduli, expansion mismatch 18 × 10⁻⁶ K⁻¹, heated by 50 K (Δε = 9.0 × 10⁻⁴): with m = n = 1, κ = 3Δε/(2h) = 1.35 m⁻¹ (radius 0.741 m).

Terms Thermal stress

Source: Timoshenko 1925

R = σf(1 − ν)/(Eα)thermal shock resistance (quench)[K]

R′ = κRconstant heat flux[kg·m·s⁻³]

β = ah/κBiot number[1]

ΔTc = R(1.5 + 3.25/β − 0.5e−16/β)Manson’s relation[K]

SymbolMeaningSI unit
Rcritical quench ΔT for β → ∞K
σffracture strengthPa
νPoisson’s ratio1
EYoung’s modulusPa
αexpansion coefficientK⁻¹
κthermal conductivityW/(m·K)
R′second thermal shock parameterW/m
βBiot number1
ahalf thicknessm
hheat transfer coefficientW/(m²·K)
ΔTccritical temperature differenceK

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Onset of cracking when a brittle plate is suddenly cooled (or heated) at the surface. Large β (severe quench, thick, low conductivity) approaches R. Strength scatter and crack-propagation parameters (R‴ etc.) are separate.
Common mistakes
Using the full thickness for a (use half); dropping 10⁻⁶ in α; forgetting the surface stress reverses between heating and cooling.
Example
Alumina (data from the thermal expansion lab: σf = 310 MPa, ν = 0.23, E = 360 GPa, α = 7.2 × 10⁻⁶ K⁻¹, κ = 29 W/(m·K)): R = 92.1 K, R′ = κR = 2671 W/m. A 10 mm plate (a = 5 mm) quenched in water (h ≈ 10⁴ W/(m²·K)): β = ah/κ = 1.72, critical ΔTc ≈ R × (1.5 + 3.25/β − 0.5e^(−16/β)) = 312 K.

Terms Thermal stress

Source: Kingery 2nd ed. ch. 16; Manson 1966

q = −κ dT/dx[kg·s⁻³]

q = κΔT/Lflat slab (steady)[kg·s⁻³]

SymbolMeaningSI unit
qheat fluxW/m²
κthermal conductivityW/(m·K)
T, ΔTtemperature, difference across slabK
x, Lposition, slab thicknessm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Steady state with κ independent of T. For layered walls add thermal resistances L/κ; with surface convection add 1/h.
Common mistakes
Thickness in mm; confusing conductivity with diffusivity.
Example
Steel plate (κ = 50 W/(m·K)), 10 mm thick, 100 K across it (steady): q = 50 × 100/0.010 = 5.0 × 10⁵ W/m².

Terms Phonon

Source: Callister 10th ed. ch. 19

a = κ/(ρcp)[m²·s⁻¹]

∂T/∂t = a ∂²T/∂x²transient conduction[s⁻¹·K]

SymbolMeaningSI unit
athermal diffusivitym²/s
κthermal conductivityW/(m·K)
ρdensitykg/m³
cpspecific heatJ/(kg·K)
TtemperatureK
ttimes
xpositionm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Governs the speed of transient conduction; the heat equation has the same form as Fick’s second law, so erfc solutions apply. Laser flash measures a, then κ = aρcp.
Common mistakes
Using cp per mole (use per kg); ρ in g/cm³.
Example
Cu (κ = 398 W/(m·K), ρ = 8960 kg/m³, cp = 385 J/(kg·K)): a = 1.15 × 10⁻⁴ m²/s. Heat penetrates roughly √(at) = 10.7 mm in 1 s.

Terms Thermal diffusivity

Source: Callister 10th ed. ch. 19

Cv = 3RT ≫ θD (Dulong–Petit)[kg·m²·s⁻²·K⁻¹·mol⁻¹]

Cv = (12π⁴/5)R(T/θD)³T ≪ θD (Debye T³ law)[kg·m²·s⁻²·K⁻¹·mol⁻¹]

SymbolMeaningSI unit
Cvmolar heat capacity at constant volume (lattice)J/(mol·K)
Rgas constantJ/(mol·K)
TtemperatureK
θDDebye temperatureK

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Per mole of atoms in an element; multiply by atoms per formula for compounds. Metals add an electronic term (∝ T) at low temperature. Cp − Cv is small for solids.
Common mistakes
Per mole vs per kg; forgetting atoms per formula unit for compounds.
Example
Al (Debye temperature θD = 428 K): at 20 K, Cv = (12π⁴/5)R(20/428)³ = 0.198 J/(mol·K). The high-temperature limit 3R = 24.94 J/(mol·K), per mass 3R/M = 924 J/(kg·K) (measured cp 897 J/(kg·K)).

Terms Dulong–Petit law Debye temperature Phonon

Source: Kittel 8th ed. ch. 5; Callister 10th ed. ch. 19

κe/(σT) = L₀[kg²·m⁴·s⁻⁶·K⁻²·A⁻²]

L₀ = (π²/3)(k/e)² = 2.44 × 10⁻⁸ W·Ω/K²Lorenz number[kg²·m⁴·s⁻⁶·K⁻²·A⁻²]

SymbolMeaningSI unit
κeelectronic thermal conductivityW/(m·K)
σelectrical conductivityS/m
TtemperatureK
L₀Lorenz numberW·Ω/K²
kBoltzmann constantJ/K
eelementary chargeC

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Electronic conduction in metals; good at room temperature and above and at very low T (lower in between due to inelastic scattering). Excludes phonon conduction: κ = κe + κph in alloys and semiconductors.
Common mistakes
Confusing resistivity with conductivity; applying it to insulators and ceramics.
Example
Cu (σ = 5.96 × 10⁷ S/m, 293 K): κe = L₀σT = 2.443 × 10⁻⁸ × 5.96 × 10⁷ × 293 = 427 W/(m·K) (measured 401 W/(m·K)).

Terms Wiedemann–Franz law

Source: Kittel 8th ed. ch. 6

p = δ/{d[(1/Eo)((D² + d²)/(D² − d²) + νo) + (1/Ei)((d² + di²)/(d² − di²) − νi)]}[kg·m⁻¹·s⁻²]

σθ = p(D² + d²)/(D² − d²)hoop stress at the hub bore[kg·m⁻¹·s⁻²]

ΔT = (δ + c)/(αd)heating needed for assembly[K]

SymbolMeaningSI unit
pinterface pressurePa
δdiametral interferencem
dinterface diameterm
Douter diameter of the hubm
dibore of the inner member (0 if solid)m
Eo, Eimoduli of hub and shaftPa
νo, νiPoisson’s ratios of hub and shaft1
σθhoop stressPa
cassembly clearancem
αexpansion coefficient of the hubK⁻¹
ΔTtemperature riseK

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Thick-walled cylinders in plane stress, linear elastic, uniform pressure along the fit. Yielding lowers the pressure. The hoop stress at the hub bore is the largest.
Common mistakes
Using radial interference in the diametral formula (factor 2); the sign of ν in the shaft term (− νi).
Example
Steel hub (outer diameter 100 mm) shrunk onto a solid 50 mm steel shaft with 0.05 mm diametral interference (E = 200 GPa, ν = 0.3): p = 75.0 MPa; hoop stress at the hub bore p(D² + d²)/(D² − d²) = 125 MPa (tension). To assemble with 0.02 mm clearance, heat the hub by ΔT = (0.05 + 0.02)/(12 × 10⁻⁶ × 50) = 117 K.

Terms Coefficient of linear thermal expansion

Source: Timoshenko & Goodier 3rd ed. ch. 4

Composites 9

Ecl = Vf Ef + Vm Emlongitudinal (isostrain, Voigt)[kg·m⁻¹·s⁻²]

Ff/Fm = Vf Ef/(Vm Em)load sharing[1]

Vf + Vm = 1no voids[1]

SymbolMeaningSI unit
Ecllongitudinal modulus of the compositePa
Ef, Emfibre and matrix moduliPa
Vf, Vmfibre and matrix volume fractions1
Ff, Fmloads carried by fibre and matrixN

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Continuous aligned fibres, perfect bonding so both phases share the same strain. Upper bound (Voigt). Use volume fractions (convert mass fractions first). Voids count as a phase of zero stiffness.
Common mistakes
Plugging in mass fractions; using it transverse to the fibres (use the inverse rule); confusing the load ratio with the load fraction Ff/(Ff + Fm).
Example
Unidirectional glass fibre 40 vol% (Ef = 69 GPa) in polyester (Em = 3.4 GPa), the same numbers as the Callister chapter 16 example: Ecl = 0.40 × 69 + 0.60 × 3.4 = 29.6 GPa. Load sharing Ff/Fm = (0.40 × 69)/(0.60 × 3.4) = 13.5 (fibres carry 93.1 %).

Terms Rule of mixtures GFRP (glass-fiber-reinforced plastic)

Source: Callister 10th ed. ch. 16; Hull & Clyne 2nd ed. ch. 3

1/Ect = Vf/Ef + Vm/Emtransverse (isostress, Reuss)[kg⁻¹·m·s²]

Ect = Ef Em/(Vf Em + Vm Ef)[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
Ecttransverse modulusPa
Ef, Emfibre and matrix moduliPa
Vf, Vmvolume fractions1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Lower bound (Reuss), assuming both phases carry the same stress. Real transverse moduli are somewhat higher; Halpin–Tsai fits better. Carbon fibres are much softer radially (about 15 GPa for T300), so use the radial modulus for Ef.
Common mistakes
Forgetting to invert; using the axial modulus of carbon fibre for Ef.
Example
The same glass 40 vol%/polyester, transverse to the fibres: 1/Ect = 0.40/69 + 0.60/3.4 → Ect = 5.49 GPa (19 % of the longitudinal value).

Terms Rule of mixtures

Source: Callister 10th ed. ch. 16; Hull & Clyne 2nd ed. ch. 3

P/Pm = (1 + ξηVf)/(1 − ηVf)[1]

η = (Pf/Pm − 1)/(Pf/Pm + ξ)[1]

SymbolMeaningSI unit
Pcomposite modulus (E₂ or G₁₂)Pa
Pf, Pmthe same modulus of fibre and matrixPa
ξshape factor (2 for E₂, 1 for G₁₂ with round fibres)1
ηauxiliary ratio1
Vffibre volume fraction1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Practical estimate of E₂ and G₁₂ for unidirectional plies. ξ = 0 gives the inverse rule, ξ → ∞ the rule of mixtures. May underestimate above Vf ≈ 0.6.
Common mistakes
Using the same ξ for E₂ and G₁₂; using Em instead of Gm = Em/[2(1 + νm)] for G₁₂.
Example
Transverse modulus of the same glass 40 vol%/polyester with ξ = 2: η = (69/3.4 − 1)/(69/3.4 + 2) = 0.8654, E₂ = 3.4 × (1 + 2 × 0.8654 × 0.40)/(1 − 0.8654 × 0.40) = 8.80 GPa (above the inverse rule’s 5.49 GPa).

Terms Rule of mixtures

Source: Halpin & Kardos 1976; Jones 2nd ed. ch. 3

Vf = (wf/ρf)/(wf/ρf + wm/ρm)mass to volume fraction[1]

wf = Vf ρf/ρcvolume to mass fraction[1]

ρc = Vf ρf + Vm ρmdensity (rule of mixtures)[kg·m⁻³]

SymbolMeaningSI unit
Vf, Vmfibre and matrix volume fractions1
wf, wmfibre and matrix mass fractions1
ρf, ρm, ρcdensities of fibre, matrix and compositekg/m³

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
No voids. With voids Vf + Vm + Vv = 1; Vv follows from the measured density and the mass fraction (e.g. burn-off). Units of density cancel, so g/cm³ is fine.
Common mistakes
Using mass fractions in the rule of mixtures; using 1 − Vf instead of wm = 1 − wf.
Example
Carbon fibre (ρf = 1.76 g/cm³) at 65 wt% in epoxy (ρm = 1.20 g/cm³): Vf = (0.65/1.76)/(0.65/1.76 + 0.35/1.20) = 0.3693/(0.3693 + 0.2917) = 0.559. ρc = 0.559 × 1.76 + 0.441 × 1.20 = 1.51 g/cm³.

Terms CFRP (carbon-fiber-reinforced plastic) Rule of mixtures

Source: Hull & Clyne 2nd ed. ch. 1; Callister 10th ed. ch. 16

σcl* = Vf σf* + Vm σm′fibres fail first (εf* < εm*)[kg·m⁻¹·s⁻²]

σm′ = Em εf*matrix stress at fibre failure[kg·m⁻¹·s⁻²]

Vmin = (σm* − σm′)/(σf* + σm* − σm′)minimum fraction for fibre control[1]

SymbolMeaningSI unit
σcl*longitudinal tensile strengthPa
σf*, σm*fibre and matrix strengthsPa
σm′matrix stress at the fibre failure strainPa
εf*fibre failure strain σf*/Ef1
Emmatrix modulusPa
Vf, Vmvolume fractions1
Vminminimum volume fraction1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Continuous fibres whose failure strain is below the matrix’s (carbon or glass/epoxy). Fibre strength scatter and misalignment usually bring measured values to 70–90 %. For matrix-first failure (ceramic matrices) another expression applies.
Common mistakes
Using the matrix strength σm* for σm′; applying it transverse to the fibres (governed by matrix and interface).
Example
T300 carbon fibre (σf* = 3530 MPa, Ef = 230 GPa) in 8552 epoxy (Em = 4.67 GPa, σm* = 121 MPa, failure strain 1.7 %), Vf = 0.60 (values from the composite designer): the fibre failure strain 3530/230000 = 1.53 % is below the matrix’s, so fibres break first. σm′ = 4670 × 0.0153 = 71.7 MPa, σcl* = 0.60 × 3530 + 0.40 × 71.7 = 2147 MPa. Vmin = 1.4 × 10⁻², so at any practical fraction the fibres govern.

Terms CFRP (carbon-fiber-reinforced plastic) Rule of mixtures

Source: Callister 10th ed. ch. 16; Hull & Clyne 2nd ed. ch. 8

lc = σf* d/(2τc)critical fibre length[m]

σcd* = Vf σf*(1 − lc/(2l)) + Vm σm′l > lc[kg·m⁻¹·s⁻²]

σcd* = Vf τc l/d + Vm σm′l < lc[kg·m⁻¹·s⁻²]

SymbolMeaningSI unit
lccritical fibre lengthm
lfibre lengthm
σf*fibre strengthPa
dfibre diameterm
τcinterfacial shear strength (or matrix shear yield stress)Pa
σcd*strength of aligned short-fibre compositePa
Vf, Vmvolume fractions1
σm′matrix stressPa

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Fibres aligned with the load; interfacial shear stress constant from the fibre ends (rigid-plastic). For random orientation multiply by an orientation efficiency (Krenchel, 3/8 for 2D random). With l above about 15 lc the fibres behave as continuous.
Common mistakes
Using the radius for d (factor 2); mixing µm and mm; using the long-fibre formula for l < lc.
Example
Carbon fibre (σf* = 3500 MPa, d = 7 µm) with interfacial shear strength τc = 40 MPa: lc = 3500 × 0.007/(2 × 40) = 0.306 mm. Aligned 3 mm fibres at 30 vol% with σm′ = 50 MPa: σcd* = 0.30 × 3500 × (1 − 0.306/6) + 0.70 × 50 = 1031 MPa. With 0.2 mm fibres (l < lc): 0.30 × 40 × 0.2/0.007 + 35 = 378 MPa.

Terms Critical fiber length

Source: Kelly & Tyson 1965; Callister 10th ed. ch. 16; Hull & Clyne 2nd ed. ch. 7

α₁ = (Ef αf Vf + Em αm Vm)/(Ef Vf + Em Vm)longitudinal[K⁻¹]

α₂ = (1 + νf)αf Vf + (1 + νm)αm Vm − α₁ν₁₂transverse[K⁻¹]

ν₁₂ = Vf νf + Vm νmmajor Poisson’s ratio[1]

SymbolMeaningSI unit
α₁, α₂longitudinal and transverse expansion coefficientsK⁻¹
αf, αmfibre and matrix expansion coefficientsK⁻¹
Ef, Emfibre and matrix moduliPa
νf, νm, ν₁₂Poisson’s ratios1
Vf, Vmvolume fractions1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Isotropic fibre and matrix (glass, basalt). Carbon and aramid fibres are anisotropic, so replace (1 + νf)αf by αf2 + νf αf1 (as in the composite designer). α₁ is dominated by the stiff fibres and lies far below the volume average.
Common mistakes
Using a plain volume average for α₁; forgetting that carbon fibre has negative axial α.
Example
E-glass (Ef = 72.3 GPa, αf = 5.4 × 10⁻⁶ K⁻¹, νf = 0.2) in epoxy (2.73 GPa, 83.4 × 10⁻⁶ K⁻¹, νm = 0.35), Vf = 0.60 (values from the composite designer): α₁ = (72.3 × 5.4 × 0.6 + 2.73 × 83.4 × 0.4)/(72.3 × 0.6 + 2.73 × 0.4) = 7.32 × 10⁻⁶ K⁻¹ (a plain average would give 36.6 × 10⁻⁶). ν₁₂ = 0.260, α₂ = 47.0 × 10⁻⁶ K⁻¹.

Terms Coefficient of linear thermal expansion Rule of mixtures

Source: Schapery 1968; Jones 2nd ed. ch. 3

1/Ex = cos⁴θ/E₁ + (1/G₁₂ − 2ν₁₂/E₁) sin²θ cos²θ + sin⁴θ/E₂[kg⁻¹·m·s²]

SymbolMeaningSI unit
Exmodulus at angle θ from the fibresPa
E₁, E₂longitudinal and transverse ply moduliPa
G₁₂in-plane shear modulusPa
ν₁₂major Poisson’s ratio1
θangle between load and fibresrad

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
A single orthotropic ply in plane stress pulled uniaxially at θ to the fibres. Laminates need classical laminate theory (A matrix). Because of the G₁₂ term, materials with G₁₂ below about E₂/2 dip below E₂ between 45° and 90° (for the material in the example, Ex stays at or above E₂ at every angle).
Common mistakes
Rotating E with cos²θ (it needs fourth powers and the shear term); forgetting to invert; degrees vs radians.
Example
T300/5208 ply (E₁ = 181 GPa, E₂ = 10.3 GPa, G₁₂ = 7.17 GPa, ν₁₂ = 0.28, values from the composite designer): Ex = 28.8 GPa at θ = 30° and 16.7 GPa at 45°. A 30° misalignment already drops the stiffness to 1/6.3 of the fibre direction.

Terms Quasi-isotropic laminate CFRP (carbon-fiber-reinforced plastic)

Source: Jones 2nd ed. ch. 2; Hull & Clyne 2nd ed. ch. 5

(σ₁/X)² − σ₁σ₂/X² + (σ₂/Y)² + (τ₁₂/S)² = 1failure condition[1]

R = 1/√ITHstrength ratio (proportional loading; ITH is the left-hand side)[1]

SymbolMeaningSI unit
σ₁, σ₂, τ₁₂stresses in the ply axesPa
X, Ylongitudinal and transverse strengths (tension or compression by sign)Pa
Sin-plane shear strengthPa
ITHvalue of the left-hand side (failure index)1
Rstrength ratio (load multiplier to failure)1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
In-plane (plane stress) loading of a unidirectional ply. For materials with different tension and compression strengths pick X and Y by the sign of the stress. For proportional loading the strength ratio is one over the square root of the left-hand side.
Common mistakes
Using global stresses without rotating them to the ply axes; taking the strength ratio as one over the left-hand side (needs a square root).
Example
T300/5208 (X = 1500, Y = 40, S = 68 MPa) pulled at 100 MPa, 30° from the fibres: σ₁ = 75.0, σ₂ = 25.0, τ₁₂ = −43.3 MPa. The left-hand side is 0.798 < 1, so no failure. Strength ratio R = 1/√0.798 = 1.12 (off-axis strength 112 MPa).

Terms CFRP (carbon-fiber-reinforced plastic) Delamination

Source: Jones 2nd ed. ch. 2; Hull & Clyne 2nd ed. ch. 8

Electrical, corrosion, creep 11

R = ρL/Aresistance of a wire[kg·m²·s⁻³·A⁻²]

ρ(T) = ρ₂₀[1 + αR(T − T₂₀)]temperature dependence[kg·m³·s⁻³·A⁻²]

σ = 1/ρconductivity[kg⁻¹·m⁻³·s³·A²]

SymbolMeaningSI unit
RresistanceΩ
ρ, ρ₂₀resistivity, at 20 °CΩ·m
Llengthm
Across-section πd²/4m²
αRtemperature coefficient of resistivity (20 °C reference)K⁻¹
T, T₂₀temperature, 20 °C referenceK
σconductivityS/m

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Metals near room temperature (about −50 to 150 °C) where resistivity is linear in T. αR depends on the reference temperature (0 °C vs 20 °C).
Common mistakes
Using πd² (diameter as radius); skipping the temperature correction; confusing resistivity with resistance.
Example
Annealed copper (IEC 60028: ρ₂₀ = 1.7241 × 10⁻⁸ Ω·m, αR = 0.00393 K⁻¹), 1 mm diameter, 100 m long, at 75 °C: ρ = 1.7241 × 10⁻⁸ × (1 + 0.00393 × 55) = 2.097 × 10⁻⁸ Ω·m, A = π(0.001)²/4 = 7.854 × 10⁻⁷ m², R = 2.67 Ω (2.20 Ω at 20 °C).

Terms Matthiessen's rule

Source: IEC 60028; Callister 10th ed. ch. 18

ρ = ρt + ρi + ρdMatthiessen’s rule[kg·m³·s⁻³·A⁻²]

ρi = A ci(1 − ci)solute term (Nordheim)[kg·m³·s⁻³·A⁻²]

SymbolMeaningSI unit
ρtotal resistivityΩ·m
ρt, ρi, ρdthermal, impurity and deformation contributionsΩ·m
Aconstant for the solute–solvent pairΩ·m
cisolute atom fraction1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Metals where the scattering mechanisms are independent. Only ρt depends on temperature; ρi and ρd remain at low temperature (residual resistivity). The Nordheim form is for alloys forming complete solid solutions, at dilute to moderate concentrations.
Common mistakes
Adding conductivities instead of resistivities; using at% instead of a fraction.
Example
Cu with 3 at% Ni in solid solution (room-temperature ρt of Cu 1.72 × 10⁻⁸ Ω·m; A for Cu–Ni read from the Callister figure, about 1.2 × 10⁻⁶ Ω·m): ρi = 1.2 × 10⁻⁶ × 0.03 × 0.97 = 3.49 × 10⁻⁸ Ω·m, ρ ≈ 5.21 × 10⁻⁸ Ω·m (3.03 times pure copper).

Terms Matthiessen's rule Solid-solution strengthening

Source: Callister 10th ed. ch. 18

σ = n e μe + p e μh[kg⁻¹·m⁻³·s³·A²]

σ ≈ ND e μen-type (all donors ionised)[kg⁻¹·m⁻³·s³·A²]

ρ = 1/σresistivity[kg·m³·s⁻³·A⁻²]

SymbolMeaningSI unit
σconductivityS/m
n, pelectron and hole concentrationsm⁻³
NDdonor concentrationm⁻³
eelementary chargeC
μe, μhelectron and hole mobilitiesm²/(V·s)
ρresistivityΩ·m

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Near room temperature with all dopants ionised (extrinsic regime). Mobility falls with doping, so use a value for that concentration (empirical fits differ by a few per cent: this site’s drill uses the Caughey–Thomas form and the diffusion simulator the Arora fit, which differ by up to about 8 % for electrons in n-type Si at 10¹⁷–10¹⁸ cm⁻³).
Common mistakes
Not converting cm⁻³ and cm²/(V·s) to SI (or converting only one); confusing conductivity with resistivity.
Example
n-type Si with 10¹⁶ cm⁻³ donors (= 10²² m⁻³), electron mobility 1200 cm²/(V·s) = 0.12 m²/(V·s): σ = 10²² × 1.602 × 10⁻¹⁹ × 0.12 = 192 S/m, ρ = 1/σ = 5.20 × 10⁻³ Ω·m = 0.520 Ω·cm.

Terms Indirect-bandgap semiconductor

Source: Sze 3rd ed. ch. 1; Callister 10th ed. ch. 18

ni = √(Nc Nv) exp(−Eg/(2kT))[m⁻³]

ni ∝ T3/2 exp(−Eg/(2kT))temperature dependence[m⁻³]

np = ni²mass-action law[m⁻⁶]

SymbolMeaningSI unit
niintrinsic carrier concentrationm⁻³
Nc, Nveffective densities of statesm⁻³
Egband gap (use k in eV/K for eV)J
kBoltzmann constantJ/K
TtemperatureK
n, pelectron and hole concentrationsm⁻³

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: Eg/2kT

Conditions and range
Non-degenerate semiconductors (Fermi level several kT from the band edges). Nc and Nv scale as T3/2; Eg also varies slightly with T (1.12 eV for Si at 300 K).
Common mistakes
Dropping the factor 2 (Eg/kT); mixing eV and J.
Example
Si (Eg = 1.12 eV, ignoring the temperature dependence of Eg) from 300 K to 350 K: ni(350)/ni(300) = (350/300)^(1.5) × exp[−1.12/(2 × 8.617 × 10⁻⁵) × (1/350 − 1/300)] = 27.8. ni at 300 K is about 10¹⁰ cm⁻³ (Sze).

Terms Indirect-bandgap semiconductor

Source: Sze 3rd ed. ch. 1; Kittel 8th ed. ch. 8

Rs = ρ/xjsheet resistance[kg·m²·s⁻³·A⁻²]

Rs = 1/(q∫₀xj μ(N) N(x) dx)with a doping profile[kg·m²·s⁻³·A⁻²]

Rs ≈ 1/(qμN xj)uniform layer[kg·m²·s⁻³·A⁻²]

SymbolMeaningSI unit
Rssheet resistance (Ω/□)Ω
ρlayer resistivityΩ·m
xjjunction depth (layer thickness)m
qelementary chargeC
μcarrier mobility (depends on N)m²/(V·s)
Nnet dopant concentrationm⁻³
xdepthm

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Thin layers with current parallel to the surface. The four-point probe value Rs = 4.53 V/I holds for samples much wider than the probe spacing and thin. N is the net concentration (N − NB) for a layer of opposite type to the substrate.
Common mistakes
Using one mobility regardless of doping (it falls at high N); xj in µm.
Example
An n-type layer uniformly doped to 10¹⁹ cm⁻³ (= 10²⁵ m⁻³), 0.5 µm deep (electron mobility 114 cm²/(V·s) from Arora, as in the Diffusion and Surface-Treatment Simulator): Rs = 1/(qμNxj) = 1/(1.602 × 10⁻¹⁹ × 0.0114 × 10²⁵ × 0.5 × 10⁻⁶) = 109 Ω/□.

Terms Diffusion coefficient

Source: Sze 3rd ed. ch. 1

m = ItM/(nF)dissolved mass[kg]

v = iM/(nFρ)penetration rate[m·s⁻¹]

SymbolMeaningSI unit
mmass of metal dissolvedkg
IcurrentA
ttimes
Mmolar masskg/mol
nvalence (electrons per atom)1
FFaraday constantC/mol
vcorrosion penetration ratem/s
icorrosion current densityA/m²
ρmetal densitykg/m³

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
All charge goes to metal dissolution (100 % current efficiency) and attack is uniform. Localised attack such as pitting goes much deeper than the average rate.
Common mistakes
Dropping n; converting µA/cm² (1 µA/cm² = 10⁻² A/m²); mixing cm and µm with g/cm³.
Example
Iron (M = 55.845 g/mol, ρ = 7.87 g/cm³) dissolving uniformly as Fe²⁺ at 1 µA/cm²: per cm² and second 10⁻⁶ × 55.845/(2 × 96485) = 2.89 × 10⁻¹⁰ g, divided by density 3.68 × 10⁻¹¹ cm/s, so 11.6 µm per year (365 days). A current of 0.5 A for 30 days removes m = 0.5 × 2.592 × 10⁶ × 55.845/(2 × 96485) = 375 g.

Terms Faraday's law of electrolysis Local cell

Source: Callister 10th ed. ch. 17

E = E° − (RT/(nF)) ln Q[kg·m²·s⁻³·A⁻¹]

E = E° − (0.0592/n) log₁₀Q25 °C (V)[kg·m²·s⁻³·A⁻¹]

SymbolMeaningSI unit
E, E°cell potential, standard potentialV
Rgas constantJ/(mol·K)
TtemperatureK
nelectrons transferred1
FFaraday constantC/mol
Qreaction quotient1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Equilibrium potential (no net current). In dilute solutions use concentrations (mol/L) for activities. 0.0592 is (RT/F) ln 10 at 25 °C.
Common mistakes
Inverting Q relative to the reaction direction; mixing log₁₀ and ln; dropping n.
Example
Cell of Ni (Ni²⁺ 10⁻³ M) and Cd (Cd²⁺ 0.5 M) at 25 °C, the same numbers as the Callister chapter 17 example: for Ni²⁺ + Cd → Ni + Cd²⁺, E° = −0.250 − (−0.403) = 0.153 V. E = 0.153 − (RT/2F) ln(0.5/10⁻³) = 0.153 − 0.01285 × 6.215 = 0.073 V. Still positive, so the reaction runs as in the standard cell (Cd dissolves).

Terms Standard electrode potential Galvanic corrosion

Source: Callister 10th ed. ch. 17

PBR = Mox ρm/(n Mm ρox)[1]

SymbolMeaningSI unit
PBRPilling–Bedworth ratio (oxide/metal volume)1
Mox, Mmmolar masses of oxide and metalkg/mol
ρox, ρmdensities of oxide and metalkg/m³
nmetal atoms per oxide formula unit1

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
A rough guide to whether an oxide scale protects. Below 1 the scale is porous; 1–2 tends to be protective; well above 2 compressive stress causes spalling. Many exceptions (adhesion, diffusivity), so use as a guide only.
Common mistakes
Dropping n (2 for Al₂O₃); swapping the oxide and metal molar masses.
Example
Al₂O₃ (M = 101.96 g/mol, ρ = 3.95 g/cm³) on Al (26.982, 2.70): PBR = 101.96 × 2.70/(2 × 26.982 × 3.95) = 1.29 (between 1 and 2, protective). MgO (40.304, 3.58) on Mg (24.305, 1.74): 0.81 (below 1, porous and non-protective).

Terms Pilling–Bedworth ratio Passivity

Source: Pilling & Bedworth 1923; Callister 10th ed. ch. 17

x² = kp tparabolic (diffusion-controlled)[m²]

x = kl tlinear (non-protective scale)[m]

kp = k₀ exp(−Q/(RT))temperature dependence[m²·s⁻¹]

SymbolMeaningSI unit
xscale thickness (or mass gain per area)m
ttimes
kpparabolic rate constantm²/s
kllinear rate constantm/s
k₀pre-exponential factorm²/s
Qactivation energyJ/mol
Rgas constantJ/(mol·K)
TtemperatureK

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Parabolic for high-temperature oxidation limited by ionic diffusion through a dense scale; not for very thin early films or cracking/spalling scales. In mass-gain form x becomes Δm/A and kp changes units.
Common mistakes
Assuming doubling the time doubles the thickness (√2 for parabolic); mixing thickness and mass-gain rate constants.
Example
Parabolic oxidation giving 2.0 µm in 10 h: kp = 2.0²/10 = 0.40 µm²/h. After 100 h, x = √(0.40 × 100) = 6.32 µm (ten times the time, only √10 times the thickness).

Terms Parabolic rate law Pilling–Bedworth ratio

Source: Birks et al. 2nd ed. ch. 4; Callister 10th ed. ch. 17

P = T(C + log₁₀tr)[K]

T₁(C + log₁₀t₁) = T₂(C + log₁₀t₂)two conditions at the same stress[K]

SymbolMeaningSI unit
PLarson–Miller parameter (a function of stress)K
Tabsolute temperatureK
Cmaterial constant (about 20 for many metals)1
trrupture time (the number in hours goes into the log)h
t₀1 h (log₁₀tr means log₁₀(tr/t₀))h

Dimensions both sides agree on every line ([ ] in SI base units)

Conditions and range
Trading temperature against time for creep rupture at the same stress (estimating long low-temperature lives from short hot tests). C refers to time in hours; 20 is typical (15–25). Keep extrapolations within about ten times the test duration.
Common mistakes
Using °C; using ln instead of log₁₀; time in seconds (C = 20 is for hours).
Example
An alloy that ruptured in 50 h at 900 °C under a given stress, used at 800 °C under the same stress (C = 20): P = 1173.15 × (20 + log₁₀50) = 25456 K, tr = 10^(25456/1073.15 − 20) = 5260 h. Lowering the temperature by 100 K extends the life about 105 times.

Terms Larson–Miller parameter Creep

Source: Larson & Miller 1952; Callister 10th ed. ch. 8

ε̇s = Aσⁿ exp(−Qc/(RT))[s⁻¹]

SymbolMeaningSI unit
ε̇ssteady-state creep rates⁻¹
Amaterial constants⁻¹·Pa⁻ⁿ
σstressPa
nstress exponent (3–8 for dislocation creep)1
Qcactivation energy for creepJ/mol
Rgas constantJ/(mol·K)
TtemperatureK

Dimensions both sides agree on every line ([ ] in SI base units) · dimensionless: Qc/RT

Conditions and range
Above about 0.4 Tm where dislocation creep dominates. At low stress and fine grains diffusion creep (n ≈ 1) takes over; at high stress the power law breaks down. Deformation-mechanism maps show which applies.
Common mistakes
Assuming doubling the stress doubles the rate (2ⁿ); mixing eV and J/mol for Q.
Example
A material with n = 5 and Q = 300 kJ/mol: raising the stress by 1.2 times multiplies the strain rate by 1.2⁵ = 2.49; going from 900 K to 950 K multiplies it by exp[(300000/8.314)(1/900 − 1/950)] = 8.25.

Terms Power-law creep Creep Deformation mechanism map Diffusion creep

Source: Callister 10th ed. ch. 8; Dowling 4th ed. ch. 15

How to use

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Choosing the right formula

Diffusion: if the concentration profile does not change with time (steady flow through a membrane), use Fick’s first law; the flux J is constant and the profile is linear across the thickness. For carburising and dopant diffusion, where concentration changes with time, use Fick’s second law: the erfc solution for a constant surface concentration, the Gaussian solution for a fixed total amount (drive-in after a short pre-deposition). Both assume the diffusion length √(Dt) is small compared with the specimen (semi-infinite).

Stress and strain: engineering stress F/A₀ and strain Δl/l₀ from a tensile test are used for design (yield and tensile strength). Work hardening (Hollomon) and large deformations need true stress σ(1 + ε) and true strain ln(1 + ε). The conversion assumes constant volume and uniform deformation, so it holds only up to necking (maximum load); after necking measure the cross-section.

Rule of mixtures: the longitudinal modulus follows the isostrain rule (upper bound, Voigt) and the transverse modulus roughly the isostress inverse rule (lower bound, Reuss). Real transverse moduli lie somewhat above the lower bound, which the Halpin–Tsai equations capture. For particle-filled materials the true value lies between the two bounds.

Fracture: stresses at holes and notches use the stress concentration factor Kt, but for a sharp crack Kt becomes unbounded. For cracks use the stress intensity factor K = Yσ√(πa) and compare it with the fracture toughness KIC. Crack growth under cyclic load follows the Paris law; fatigue of uncracked parts uses the S–N curve and Miner’s rule.

Thermal stress: a bar constrained in one direction gives EαΔT; a plate or thin film constrained in both in-plane directions gives EαΔT/(1 − ν). With partial constraint (two bars joined together, bimetals) solve from force balance and compatibility of elongation.

How the dimensions were checked

For all 85 formulas, the SI units in the symbol tables were reduced to base units (kg, m, s, K, mol, A) and a program checked that both sides of each equation have the same dimensions and that the arguments of exp, ln, erf and trigonometric functions, and symbolic exponents, are dimensionless. The [ ] to the right of each line shows the dimensions of both sides.

Some formulas expect numbers in a fixed unit, such as log₁₀tr in hours (Larson–Miller), the ASTM grain size number or the Paris constant C. The unit is given in the symbol table; with a different unit the constants change.

Unit conversions

Conversions for turning values into SI units before using a formula (after NIST SP 811).

UnitIn SIUsed for
1 MPa10⁶ Pa = 1 N/mm²stress
1 ksi6.8948 MPastress (1000 lbf/in²)
1 ksi√in1.0988 MPa√mfracture toughness
1 Å0.1 nm = 10⁻¹⁰ mlength (lattice parameter, wavelength)
1 eV1.602176634 × 10⁻¹⁹ Jenergy
1 eV/atom96.485 kJ/molactivation energy
1 cal4.184 Jheat (thermochemical calorie)
T [K]t [°C] + 273.15temperature (a difference of 1 K equals 1 °C)
1 g/cm³10³ kg/m³density
1 cm²/s10⁻⁴ m²/sdiffusion coefficient
1 cm⁻³10⁶ m⁻³carrier or dopant concentration
1 cm²/(V·s)10⁻⁴ m²/(V·s)mobility
1 Ω·cm10⁻² Ω·mresistivity (1 µΩ·cm = 10⁻⁸ Ω·m)
1 µA/cm²10⁻² A/m²current density
1 atm101325 Papressure (1 bar = 10⁵ Pa, 1 Torr = 133.322 Pa)
1 in25.4 mmlength
1 lbf4.448222 Nforce
1 year (365 d)3.1536 × 10⁷ stime (corrosion rates)

Physical constants

CODATA 2022 recommended values (Mohr et al., Rev. Mod. Phys. 97, 025002 (2025); physics.nist.gov/cuu). “Exact” marks constants fixed by the 2019 SI and those derived from them. Figures in parentheses are the standard uncertainty in the last digits. The examples use these values (the drill uses rounded values such as R = 8.314).

SymbolConstantValueUnitExact
NAAvogadro constant6.022 140 76 × 10²³mol⁻¹✓
kBoltzmann constant1.380 649 × 10⁻²³J/K✓
kBoltzmann constant (eV)8.617 333 262… × 10⁻⁵eV/K✓
Rmolar gas constant NA k8.314 462 618…J/(mol·K)✓
eelementary charge1.602 176 634 × 10⁻¹⁹C✓
FFaraday constant NA e96 485.332 12…C/mol✓
hPlanck constant6.626 070 15 × 10⁻³⁴J·s✓
cspeed of light in vacuum299 792 458m/s✓
σSBStefan–Boltzmann constant5.670 374 419… × 10⁻⁸W/(m²·K⁴)✓
ε₀vacuum electric permittivity8.854 187 8188(14) × 10⁻¹²F/m
μ₀vacuum magnetic permeability1.256 637 061 27(20) × 10⁻⁶N/A²
meelectron mass9.109 383 7139(28) × 10⁻³¹kg
muatomic mass constant (1 u)1.660 539 068 92(52) × 10⁻²⁷kg

Main sources

FAQ

What is the [ ] to the right of each formula?

The dimensions of both sides of that line in SI base units (kg, m, s, K, mol, A). Stress, for example, is kg·m⁻¹·s⁻² (= Pa); dimensionless quantities show 1. Use it to check the unit of your answer. Every formula has been checked by a program to have equal dimensions on both sides.

How many pages does printing the picked formulas take?

With formulas and symbol tables only, 10–15 formulas take roughly one or two A4 pages in two columns. Including conditions and examples makes it longer. The header, ads and search box are not printed, and the page reads fine with background graphics turned off.

Example values sometimes differ slightly from the drill or calculators.

Because constants are rounded differently. The examples here use CODATA 2022 values (R = 8.314462618 J/(mol·K) and so on), while drill questions state rounded values such as R = 8.314. The difference is in the fourth digit or beyond. Material properties are the same as in the calculators’ data.

Can I use this as a crib sheet for an exam?

Yes. Pick the formulas you need and use “Print picked only”. What you may bring in (examples, explanations) depends on the exam, so check the rules.

Are some formulas missing?

This sheet covers the formulas used by the drill and the calculators plus common textbook formulas. For crystal symmetry, elasticity of dislocations or detailed transformation kinetics, see a textbook.

Practice questions in related topics