大神们好,小弟最近在用ANSYS算混凝土应力应变时候,出现了如下问题。哪位大神能给我解答一下,不胜感激。for material 1 at temperature 0,the initial slope of the stress-strain curve based on the tb,MISO table(4.7666666666e9)is less than EX(3e10)另外在C30加筋混凝土时候,本构关系是怎么定义的呢。
for material 1 at temperature 0,the initial slope of the stress-strain curve based on the tb,MISO table(4.7666666666e9)is less than EX(3e10)
另外在C30加筋混凝土时候,本构关系是怎么定义的呢。