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
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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。