帶恒載屈曲分析中使用循環結構出現問題?
瀏覽:1776 回答:2
The analysis type must not be changed after the first load step. For a
new analysis, enter the FINISH command now and reenter using the
/SOLUTION command.
在使用循環結構進行屈曲分析,出現這樣的額錯誤警告,求指導。原命令如下:
*DOWHILE,ERR
/SOLU
NSEL,S,LOC,Y,100
F,ALL,FY,,-1310 !施加到節點上的恒荷載(單位:N/m^2)
ACEL,,-9.81 !施加自重荷載
F,ALL,FX,10*PMODI !施加到節點活荷載(求此荷載的屈曲系數)
ANTYPE,0
PSTRES,ON
NCNV,2,1.0E7 !不收斂時終止但不退出
NSUBST,50
ALLSEL
SOLVE
FINISH
/SOLU
ANTYPE,1
BUCOPT,LANB,1
SOLVE
*GET,FREQ1,MODE,1,FREQ
*IF,ABS(FREQ1-1),LE,ERR,THEN
*EXIT
*ELSE
PMODI=PMODI*FREQ1
*ENDIF
*ENDDO
FINISH

鄒正剛 


















