求指点:ABAQUS强度折减法模拟滑坡,obd导入初始地应力,进行地应力平衡一直不收敛是什么原因?

浏览:958 回答:4

监控中警告:

Initial stresses will be read from the output database. This type of initial conditions is supported only for continuum elements, and the initial conditions will be ignored for other element types.


Output request cf has been removed as there are no applicable loads in this step


Output request cf has been removed as there are no applicable loads in this step


Output request cf has been removed as there are no applicable loads in this step


FORCE equilibrium accepted using the alternate tolerance.


The system matrix has 4 negative eigenvalues.


The system matrix has 4 negative eigenvalues.


The system matrix has 4 negative eigenvalues.


The system matrix has 4 negative eigenvalues.


The system matrix has 4 negative eigenvalues.


The system matrix has 4 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 6 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 4 negative eigenvalues.


The system matrix has 6 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 6 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 20 negative eigenvalues.


The system matrix has 14 negative eigenvalues.


The system matrix has 9 negative eigenvalues.


The system matrix has 6 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 3 negative eigenvalues.


The system matrix has 5 negative eigenvalues.


The system matrix has 6 negative eigenvalues.


The system matrix has 16 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 14 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 16 negative eigenvalues.


The system matrix has 12 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 12 negative eigenvalues.


The plasticity/creep/connector friction algorithm did not converge at 1 points


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 8 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 12 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 12 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 10 negative eigenvalues.


The system matrix has 2 negative eigenvalues.


The system matrix has 12 negative eigenvalues.


The system matrix has 2 negative eigenvalues.

错误:

Too many attempts made for this increment


The analysis has been terminated due to previous errors. All output requests have been written for the last converged increment.


Abaqus/Standard Analysis exited with an error - Please see the message file for possible error messages if the file exists.

求指点:ABAQUS强度折减法模拟滑坡,obd导入初始地应力,进行地应力平衡一直不收敛是什么原因?的图1


求指点:ABAQUS强度折减法模拟滑坡,obd导入初始地应力,进行地应力平衡一直不收敛是什么原因?的图2


求指点:ABAQUS强度折减法模拟滑坡,obd导入初始地应力,进行地应力平衡一直不收敛是什么原因?的图3


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全部回答

(2)
默认 最新
元来是你
看看msg文件中收敛过程信息,就知道问题整改的方向了
5月11日
评论 1 点赞
食诗吃词
这报错提示看不出问题,得看具体模型,你可以尽量先保证你这模型网格质量
5月9日
评论 1 点赞

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