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[求助]
ansys 運(yùn)行出錯(cuò),請(qǐng)指點(diǎn)?
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ansys 運(yùn)行時(shí)候出錯(cuò),以下為出錯(cuò)提示,請(qǐng)指點(diǎn)? 本人不勝感激! S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D DEGREES OF FREEDOM. . . . . . UX UY UZ AX AY AZ VX VY VZ *** NOTE *** CP = 59.172 TIME= 20:14:34 Although VX,VY,VZ and AX,AY,AZ may appear as degrees of freedom, they are not actually physical degrees of freedom. However, these quantities are computed as degrees of freedom and stored for post-processing. ANALYSIS TYPE . . . . . . . . . . . . . . . . .TRANSIENT SOLUTION METHOD. . . . . . . . . . . . . . .EXPLICIT DYNAMICS PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1 TIME AT END OF THE LOAD STEP. . . . . . . . . . 1.0000 NUMBER OF SUBSTEPS. . . . . . . . . . . . . . . 1 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH ACTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS. . . . . . . . . . . .ALL DATA WRITTEN FOR THE LAST SUBSTEP |

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你提供的好像不是出錯(cuò)信息,而是求解時(shí)彈出的一個(gè)文本窗口 (求解設(shè)置匯總) 中的內(nèi)容。從中看到: 1 你是使用 Explicit Dynamics,即顯式動(dòng)力求解。 2 你沒(méi)有設(shè)置求解子步等參數(shù),因此是使用的默認(rèn)值,只有一個(gè)載荷步和一個(gè)子步,對(duì)于瞬態(tài)動(dòng)力分析來(lái)說(shuō),一個(gè)子步是無(wú)法正確求解的。 先確認(rèn)一下求解類型,進(jìn)行必要的求解設(shè)置,然后再試試。 |
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