[轉(zhuǎn)載]用Abaqus所遇到問題匯總(持續(xù)更新)

2016-12-13  by:CAE仿真在線  來源:互聯(lián)網(wǎng)

問題1:當Verification所有都pass的時候,仍然提示
Problem during compilation - ifort.exe not found in PATH

解決辦法:找到ABAQUS安裝目錄下的Commands文件夾(例如D:SIMULIAAbaqusCommands)下的abq6101.bat,右鍵,編輯此文件,插入下面這行使之成為第一行:8 P+ O2 b$ W! R4 y6 U5 u
@call "X:yourdirIntelCompilerFortran$version$IA32Binifortvars.bat" ,例如我的是:- k) q; V/ ^: E
@call "C:Program FilesIntelCompiler11.170binia32ifortvars_ia32.bat"' f9 G9 R% ^, C0 L& ~" d/ Y$ d


問題2:當使用UMAT子程序是出現(xiàn)以下錯誤

Error in job Job-line44: 630 elements have been defined with zero hour glass stiffness. You may use *hourglass stiffness or change the element type. The elements have been identified in element set ErrElemZeroHourGlassStiffness.

解決辦法:由于設(shè)置了減縮積分,所以出現(xiàn)沙漏現(xiàn)象,將其改成全積分或imcompatible可解決,詳細解析在《基于ABAQUS的有限元分析和應(yīng)用》的第510頁。


問題3:提交作業(yè)后模型出現(xiàn)問題,standard.exe 停止工作,只生成dat文件而沒有找到msg文件

解決辦法:黃色圖標的文件即msg文件,但文件類型顯示為outlook,用記事本打開即可。


問題4:當使用UMAT子程序,提交任務(wù)前進行Data Check出現(xiàn)以下錯誤提示

USER SUBROUTINE IS MISSING

解決辦法:Edit job,設(shè)置子程序xx.for的路徑。曾經(jīng)出現(xiàn)不設(shè)置也能運算的情況,但系大部分情況下,不設(shè)置都會出現(xiàn)上述提示,反正設(shè)置好路徑就不會錯了。


問題5:出現(xiàn)收斂問題解決辦法很多

1.可能模型本身有問題

2.更改tolerance,在step-->other-->general solution control(慎用)

3.如果剛度矩陣是非對稱,一定要選擇不對稱,否則按對稱算,就會出現(xiàn)問題

4.縮小initial 同 maximum 的step size

5.在step設(shè)置時增加damping


問題6: 同時調(diào)用多個子程序而job editor只能指定一個路徑

You can specify only one user subroutine file in the job editor; if your analysis involves more than one user subroutine, you must combine the user subroutines into one file and then specify that file.


問題7:輸出的應(yīng)變應(yīng)力是真實應(yīng)變應(yīng)力還是名義的應(yīng)變應(yīng)力?

The stress measure used in Abaqus is Cauchy or “true” stress, which corresponds to the force per current area.For geometrically nonlinear analysis, a large number of different strain measures exist. Unlike “true” stress, there is no clearly preferred “true” strain. For the same physical deformation different strain measures will report different values in large-strain analysis. The optimal choice of strain measure depends on analysis type, material behavior, and (to some degree) personal preference.

By default, the strain output in Abaqus/Standard is the “integrated” total strain (output variable E). For large-strain shells, membranes, and solid elements in Abaqus/Standard two other measures of total strain can be requested: logarithmic strain (output variable LE) and nominal strain (output variable NE).

Logarithmic strain (output variable LE) is the default strain output in Abaqus/Explicit; nominal strain (output variable NE) can be requested as well. The “integrated” total strain is not available in Abaqus/Explicit.

因此,缺省情況下,輸出結(jié)果為真實應(yīng)力(S)和真實應(yīng)變(E/LE/NE)

另外,要理解好真實應(yīng)力/應(yīng)變和名義應(yīng)力/應(yīng)變的定義,不是所有的實驗結(jié)果都必定以名義應(yīng)力/應(yīng)變給出,所以輸入數(shù)據(jù)時,分清楚究竟需不需要進行轉(zhuǎn)換。一句話,具體情況具體分析!



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