Abaqus钢筋混凝土框架分析时遇到问题了?
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The plasticity/creep/connector friction algorithm did not converge at 234 points
The plasticity/creep/connector friction algorithm did not converge at 27 points
The plasticity/creep/connector friction algorithm did not converge at 3 points
The plasticity/creep/connector friction algorithm did not converge at 2 points
The plasticity/creep/connector friction algorithm did not converge at 2 points
The plasticity/creep/connector friction algorithm did not converge at 1 points
The plasticity/creep/connector friction algorithm did not converge at 1 points
1,可能是局部网格变形太大造成的,检查一下网格。
2,有时候材性也会有这种影响(尤其在人为),可以把混凝土的先改为弹性。