Working Model 2d Crack- Work Instant

Figure 1 : Load‑displacement response (phase‑field vs. LEFM). Figure 2 : Phase‑field contour at (F = 0.9F_c) (crack tip radius ≈ 3(\ell)).

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Conducted using the Finite Element Method (FEM) during pre-processing. Stress Intensity Factors (SIFs): Figure 1 : Load‑displacement response (phase‑field vs

The software measures forces, collisions, and friction in real-time, helping you predict where a design might fail or "crack" under load. and friction in real-time