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Finite Element Analysis in Structural Mechanics

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You are here: PMD » Documentation » Example Manual » Geometrically Nonlinear Problems » Hyperelasticity » Mooney–Rivlin material model, BEAM56H2

en:example:nlin:6:2

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en/example/nlin/6/2.txt · Last modified: 2024-11-07 10:33 by 127.0.0.1

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