不知火舞的被虐|伊人天伊人天天综合网|博洛尼亚天气|任你懆这里只有精品4|久久美日韩精品久久|掌中之物漫画免费阅读观看|0丨d老妇

求指點:ABAQUS強度折減法模擬滑坡,obd導入初始地應力,進行地應力平衡一直不收斂是什么原因?

瀏覽:2908 回答:4

監控中警告:

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.

錯誤:

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.

求指點:ABAQUS強度折減法模擬滑坡,obd導入初始地應力,進行地應力平衡一直不收斂是什么原因?的圖1


求指點:ABAQUS強度折減法模擬滑坡,obd導入初始地應力,進行地應力平衡一直不收斂是什么原因?的圖2


求指點:ABAQUS強度折減法模擬滑坡,obd導入初始地應力,進行地應力平衡一直不收斂是什么原因?的圖3


邀請回答 我來回答

全部回答

(2)
默認 最新
元來是你
看看msg文件中收斂過程信息,就知道問題整改的方向了
2025年5月11日
評論 1 點贊
詩詞CAE
這報錯提示看不出問題,得看具體模型,你可以盡量先保證你這模型網格質量
2025年5月9日
評論 1 點贊

沒解決?試試專家一對一服務

換一批
    App下載
    技術鄰APP
    工程師必備
    • 項目客服
    • 培訓客服
    • 平臺客服

    TOP