采用shell91 分层模拟压型钢板组合楼板
采用shell91分层模拟压型钢板组合楼板，然后进行瞬态动力分析，结果老是出错。一个是层间剪力不精确出错
Element 1018 has possibly inaccurate interlaminar shear stresses.
Max.Adjustment/Max.Stress = 0.232551695
Consider using more elements in this region.
还有一个是弯矩收敛值出错，
A reference moment value times the tolerance is used by the
Newton-Raphson method for checking convergence.The calculated
reference MOMENT CONVERGENCE VALUE = 6.925972902E-03 is less than a
threshold.This threshold defaults to 1.0-2 or is specified as MINREF
on the CNVTOL command.Check results carefully.
求大神指教下。
666，给楼主点赞，给楼主打call,顶楼主上墙
页:
[1]