Concrete Damaged Plasticity
本帖最后由 wdhd 于 2016-4-6 14:23 编辑我选用Concrete Damaged Plasticity模型分析水泥混凝土路面的受力情况.总是出现以下错误信息:The independent variables must be
arranged in ascending order.
During the conversion from crushing to plastic strain abaqus found
negative and /or decreasing values of plastic strain.
Verify that the degradation data under.
Concrete compression damage is correct.
多谢了.:handshake :handshake :handshake
已经有很清楚地提示了,参数按照有小到大排列。 我也遇到过,原因是你在设置非弹性应变时,没有按逐渐增大的顺序设置!!
对
检查下自己输入的表格数据有没有按从小到大排列 求concrete damaged plasticity参数
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