Fracture toughness is a material property that quantifies a material's resistance to crack propagation and catastrophic brittle fracture when subjected to stress. Denoted K_Ic for plane-strain mode I (opening mode) fracture, it has units of MPa·√m and represents the critical stress intensity factor at which a crack begins to propagate unstably. High fracture toughness is essential in safety-critical structural applications such as pressure vessels, aircraft fuselages, and pipelines, where the presence of flaws must not lead to sudden failure.
K_Ic = σ_f × Y × sqrt(π × a)
LaTeX: K_{Ic} = \sigma_f \cdot Y \cdot \sqrt{\pi a}
| Symbol | Meaning | Unit |
|---|---|---|
| K_{Ic} | Plane-strain fracture toughness | MPa·√m |
| \sigma_f | Applied fracture stress | MPa |
| Y | Geometry correction factor | dimensionless |
| a | Half crack length (for central crack) | m |
Problem
A steel plate with a central through-crack of half-length a = 5 mm is subjected to a tensile stress of 300 MPa. The geometry correction factor Y = 1.0. Determine whether the crack will propagate if the material's K_Ic = 50 MPa·√m.
Solution
Step 1: Convert a = 5 mm = 0.005 m. Step 2: Calculate applied stress intensity factor K_I = σ × Y × √(πa) = 300 × 1.0 × √(π × 0.005) = 300 × √(0.01571) = 300 × 0.1253 = 37.6 MPa·√m. Step 3: Compare K_I with K_Ic: 37.6 < 50 MPa·√m, so crack will NOT propagate — the component is safe.
Answer
K_I = 37.6 MPa·√m < K_Ic = 50 MPa·√m; crack is stable, component is safe
| Material | K_Ic (MPa·√m) | Yield Strength (MPa) | Failure Mode |
|---|---|---|---|
| Glass | 0.7–1.0 | — | Brittle |
| Alumina (Al₂O₃) | 3–5 | — | Brittle |
| Aluminium alloy 7075-T6 | 24–30 | 503 | Ductile/mixed |
| Steel AISI 4340 (tempered) | 50–60 | 1400 | Ductile |
| Titanium Ti-6Al-4V | 44–66 | 910 | Ductile |
| CFRP (carbon fibre epoxy) | 30–50 | 600 | Mixed mode |
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From Latin "fractura" meaning "a break", from "frangere" (to break), combined with "toughness" from Middle English "tow" (stubborn, strong). The formal concept of fracture toughness was established by George Irwin in the 1950s through his stress intensity factor approach to linear elastic fracture mechanics.