ansys求極限載荷實(shí)例的案例
ANSYS求斜拉橋的極限承載力
命令流如下
finish$/clear$/filename,cablestayed bridge,1
/Title,The plastic anlysis of cable-stayed bridge
/replot
/prep7
et,1,link10$et,2,beam189$keyopt,2,7,1$et,3,beam54 !定義三種單元，主梁beam188,主塔beam54,拉索link10
mp,ex,1,2.05e11$mp,prxy,1,0.3
tb,bkin,1$tbdata,1,1.67e9,0.0 !定義拉索為BKIN，定義其彈性模量泊松比、屈服點(diǎn)
mp,ex,2,3.25e10$mp,prxy,2,0.17$mp,gxy,2,1.38e10
tb,bkin,2$tbdata,1,4e7,0.0 !定義主梁為BKIN，定義其彈性模量泊松比、屈服點(diǎn)
mp,ex,3,3.45e10$mp,prxy,3,0.17$mp,gxy,2,1.47e10
tb,bkin,3$tbdata,1,5e7,0.0 !定義主塔為BKIN，定義其彈性模量泊松比、屈服點(diǎn)
sectype,1,beam,mesh$secread,mybox,,,mesh
sectype,2,beam,i$secdata,5.28,5.28,4.6,0.6,0.6,2.7
r,1,0.0084,0.003315
展開 【求助】求ansys三點(diǎn)彎曲仿真實(shí)例
如題，或者來個大神討論也可以。畢設(shè)建到第二個模型，跨度為16mm的圓柱支撐，中心為圓柱壓頭，需要對接觸變形直至斷裂的整個過程進(jìn)行仿真，不知道該怎么去做。來個大神幫幫我吧
求書------ansys7.0工程分析實(shí)例詳解
求電子版的
<ansys7.0工程分析實(shí)例詳解>
