fluid-solid coupling with interDynamicFoam
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hello!
I meet a problem! I use interDynamicFoam for dam-reservoir analysis. fluid-based on interDynamicFoam solid-finite element method Look the picture that I insert. I use the staggered iteration method . That is dam give the fluid displacement and velocity by contact surface, and fluid give the dam dynamic pressure by contact surface . When modulus of elasticity of concrete gravity dam is 2.55e8 Pa , It is divergent even though there is no eathquake(that means bedrock is static) . The displacement and the dynamic pressure of the contact surface become bigger and bigger ,at last openfoam can not bear the so big value ! when time step is smaller ,it is the same. could you help me ? |
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