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包裹CFRP的鋼管混凝土柱可以計(jì)算出結(jié)果,去掉CFRP后反而第一增量步就無法收斂,提示 ***WARNING: THE PLASTICITY/CREEP/CONNECTOR FRICTION ALGORITHM DID NOT CONVERGE AT 8 POINTS ***NOTE: MATERIAL CALCULATIONS FAILED TO CONVERGE





abaqus模擬cfrp加固鋼筋混凝土柱滯回曲線,曲線會發(fā)生陡降,但實(shí)驗(yàn)曲線中沒有發(fā)生陡降







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