请问各位大神们,abaqus中出现下面的警告信息该如何处理?

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MPCS (EXTERNAL or INTERNAL, including those generated from rigid body definitions), KINEMATIC COUPLINGS, AND/OR EQUATIONS WILL ACTIVATE ADDITIONAL DEGREES OF FREEDOM A geostatic procedure with maximum displacement tolerances is supported only for the following materials: elastic, porous elastic, extended cam-clay plasticity model and mohr-coulomb plasticity model. In general, the use of other materials with this procedure may lead to poor convergence or no convergence of the analysis. A geostatic procedure with maximum displacement tolerances is supported only for continuum elements with pore pressure degree of freedom and the corresponding stress/displacement continuum elements. In general, the use of other elements with this procedure may lead to poor convergence or no convergence of the analysis. Node set assembly_dlq+zswm-1_dlq+zswm-refpt_ has no members and will be ignored. Nodes defined in this set may have been deleted because they were not connected to any elements.
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默认 最新
桥_8415
我暂时用的是弹性材料,想收敛之后再试摩尔库伦,可是第一步地应力平衡就算不过去,而且材料我觉得我用的没有问题啊!
2019年2月17日
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