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私は砂の再現をしたいと考えており材料則に/MAT/LAW10、状態方程式に/EOS/COMPACTIONを用いようと考えています。その際、パラメータにどのくらいの値を入れればいいか分かりません。よろしければ教えていただけないでしょうか？
Hi,
There are lots of kind of sand (depending on granulometry, % of humidity,...). Do you know what kind of sand you want to model? You should be able to assess the different parameters of the material law by doing uniaxial compression test or brazilian cylinder test.
Regards,
Mathis.
Also, you can use /MAT/LAW102 instead of /MAT/LAW10 if you want. It is the same behavior, only the parameters are differents.
Regards,Mathis
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