The Finite Element Method for the Analysis of Non-Linear and ...
The Finite Element Method for the Analysis of Non-Linear and ...
The Finite Element Method for the Analysis of Non-Linear and ...
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Elastoplasticity<br />
Example: Von Mises yield criterion (in 3D):<br />
f y = 0 ⇒ (σ 11 − σ 22) 2 + (σ 22 − σ 33) 2 + (σ 11 − σ 33) 2 + 6(σ 2 12 + σ 2 23 + σ 2 31) − 2σ 2 y = 0<br />
Institute <strong>of</strong> Structural Engineering <strong>Method</strong> <strong>of</strong> <strong>Finite</strong> <strong>Element</strong>s II 24