ANSYS做: 下图板厚10mm,E=200X1011Pa,u=0.25,P=7000N,求变形图急!要过程,输入
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ANSYS做: 下图板厚10mm,E=200X1011Pa,u=0.25,P=7000N,求变形图急!要过程,输入
ANSYS做: 下图板厚10mm,E=200X1011Pa,u=0.25,P=7000N,求变形图
急!要过程,输入
ANSYS做: 下图板厚10mm,E=200X1011Pa,u=0.25,P=7000N,求变形图急!要过程,输入
.好像是以前的经典例子啊.那个P是点还是线荷载呵,不知道我就加了个非固定边的线荷载.
也传个命令流吧.
/PREP7
/TITLE,the displacement of a cantilever beam
/REPLOT
!*
ET,1,BEAM3
!*
R,1,0.02,6.67e-5,0.2, , , ,
!*
!*
MPTEMP,
MPTEMP,1,0
MPDATA,EX,1,2.1e11
MPDATA,PRXY,1,0.3
K, ,
K, ,1,
LSTR, 1, 2
FLST,5,1,4,ORDE,1
FITEM,5,1
CM,_Y,LINE
LSEL, , , ,P51X
CM,_Y1,LINE
CMSEL,_Y
!*
LESIZE,_Y1, , ,5, , , , ,1
!*
LMESH, 1
EPLOT
/DIST,1,1.08222638492,1
/REP,FAST
/DIST,1,1.08222638492,1
/REP,FAST
/DIST,1,1.08222638492,1
/REP,FAST
/DIST,1,0.924021086472,1
/REP,FAST
/DIST,1,0.924021086472,1
/REP,FAST
/DIST,1,0.924021086472,1
/REP,FAST
GPLOT
/PNUM,KP,0
/PNUM,LINE,0
/PNUM,AREA,0
/PNUM,VOLU,0
/PNUM,NODE,0
/PNUM,TABN,0
/PNUM,SVAL,0
/NUMBER,0
!*
/PNUM,ELEM,1
/REPLOT
!*
FINISH
DMX=0.204E-4m