ANSYS做非线性静力分析,结构算到一半就出现以下警告,是不是因为荷载偏大混凝土开裂后的原因?求解!*** WARNING *** CP = 45693.891 TIME= 01:03:28 There are 2 small equation solver pivot term
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![ANSYS做非线性静力分析,结构算到一半就出现以下警告,是不是因为荷载偏大混凝土开裂后的原因?求解!*** WARNING *** CP = 45693.891 TIME= 01:03:28 There are 2 small equation solver pivot term](/uploads/image/z/4674316-4-6.jpg?t=ANSYS%E5%81%9A%E9%9D%9E%E7%BA%BF%E6%80%A7%E9%9D%99%E5%8A%9B%E5%88%86%E6%9E%90%2C%E7%BB%93%E6%9E%84%E7%AE%97%E5%88%B0%E4%B8%80%E5%8D%8A%E5%B0%B1%E5%87%BA%E7%8E%B0%E4%BB%A5%E4%B8%8B%E8%AD%A6%E5%91%8A%2C%E6%98%AF%E4%B8%8D%E6%98%AF%E5%9B%A0%E4%B8%BA%E8%8D%B7%E8%BD%BD%E5%81%8F%E5%A4%A7%E6%B7%B7%E5%87%9D%E5%9C%9F%E5%BC%80%E8%A3%82%E5%90%8E%E7%9A%84%E5%8E%9F%E5%9B%A0%3F%E6%B1%82%E8%A7%A3%21%2A%2A%2A+WARNING+%2A%2A%2A+++++++++++++++++++++++++CP+%3D+++45693.891+++TIME%3D+01%3A03%3A28+There+are+2+small+equation+solver+pivot+term)
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