这是变形图




这是弯矩图




命令流如下:

finish

/clear

/prep7

et,1,plane82

mp,ex,1,2.09e11

mp,prxy,1,0.269

k,1,-0.03

k,2,-0.03,0.035

k,3,-0.005,0.035

k,4,-0.03,0.06

k,5,-0.03,0.055

k,6,-0.04,0.055

k,7,-0.04,0.075

k,8

k,9,,0.075

l,1,2

l,2,3

l,4,5

l,5,6

l,6,7

l,7,9

l,1,8

larc,4,3,1,0.025

lsymn,x,all

lglue,6,14

lglue,7,15

lcomb,6,17

lcomb,7,14

al,all

lesize,all,,,10

mshape,0$mshkey,0

amesh,all

secwrite,jm2,sect,,1


finish

/clear

/prep7

et,1,beam188

mp,prxy,1,0.269

mp,ex,1,2.09e11

k,1

k,2,,,0.53

k,3,,,1.51

k,4,,,2.49

k,5,,,3.47

k,6,,,4

k,7,-0.33,,0.53

k,8,0.33,,0.53

k,9,-0.33,,1.51

k,10,0.33,,1.51

k,11,-0.33,,2.49

k,12,0.33,,2.49

k,13,-0.33,,3.47

k,14,0.33,,3.47

k,100,,0.5,0.5

k,101,0.5,,1000

*do,i,1,5

l,i,i+1

*enddo

l,13,5

l,5,14

l,11,4

l,4,12

l,9,3

l,3,10

l,7,2

l,2,8


sectype,1,beam,mesh 

secoffset,user

secread,jm2,sect,,mesh

secplot,1,1

slist,,,,,beam

sectype,2,beam,rect

secdata,0.06,0.09

secoffset,user,0.03


lsel,s,,,1,5,1

latt,1,,1,,100,,1

lsel,s,,,6,7,1

latt,1,,1,,101,,2

lsel,s,,,8,9,1

latt,1,,1,,101,,2

lsel,s,,,10,11,1

latt,1,,1,,101,,2

lsel,s,,,12,13,1

latt,1,,1,,101,,2

lsel,all

lesize,all,,,10

allsel

lmesh,all

nummrg,all

/eshape,1

eplot

dk,7,all

dk,8,all

dk,9,all

dk,10,all

dk,11,all

dk,12,all

dk,13,all

dk,14,all


f,67,fy,-145000

f,67,fx,-29000

f,27,fy,-145000

f,27,fx,-29000

allsel

/dscale,wn,30

/solu

solve

/post1

pldisp,1

ETABLE,I1,SMISC,2 

ETABLE,J1,SMISC,15

 PLLS,I1,J1,-1 

lsel,s,,,1,5,1 

esll,s,1

ANSYS 有限元理论及编程 结构CAE 土木工程
默认 最新
易炜 2018年1月18日
你是自由端啊。外部没有载荷和约束,当然没有内力了。内、外需要平衡的
2018年1月18日
摆脱贫困 2018年1月18日
看着应该没错,力和力矩的概念并不希望,产生变形的两端,存在内应力,并没有力矩。 这是我的浅见,希望能帮到你,我的水平不太行。
2018年1月18日