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The plasticity/creep/connector friction algorithm did not converge at 1 points The strain increment has exceeded fifty times the strain to cause first yield at 449 points The strain increment is so la
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Abaqus使用CDP混凝土塑性损伤模型模拟单轴压缩出现 The plasticity/creep/connector friction algorithm did not converge at 5 points 后来计算中止,请问各位大神该从哪些方面检查改进,毫无头绪,非常感谢
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请问混凝土CDP模型用于三维实体单元和二维实体单元输出的位移反力结果为什么不一样