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SOLID72和SOLID73拥有转动自由度,便于和梁、壳单元结合,在Ansys单元手册中,没有这两种单元的详细描述,下面为SOLID72和shell63结合计算的简单算例。
The test problem below illustrates this. A one inch wide model with a
modulus similar to aluminium starts with a 1 inch cube of SOLID72
elements. From the centre of this projects a 29-inch long SHELL63
beam. The shells and SOLID72 elements are connected simply by their common
rotational DOF. A 10-psi pressure is applied to the shell elements, which
produces a moment of about 4500 in-lb at the connection to the SOLID72
elements. This results in approximately a 12.5-degree rotation between
the SOLID72 portion of the model and the shells. This actually appears to
be a local rotational deformation in the immediately adjacent SOLID72
elements. The SOLID72 elements do not provide full moment
continuity. They will prevent a complete hinge, however, and this
modelling technique may be adequate in some cases.
/prep7
et,1,72
et,2,63
r,2,1
mp,ex,1,1e7
block,,1,,.5,-.5,.5
block,,1,-.5,0,-.5,.5
wprot,,-90
rect,1,30,-.5,.5 ! area at center of two blocks
nummrg,kp
esize,.25
vmesh,all
type,2
real,2
esha,2
esize,.5
aslv,u
amesh,all
esel,s,enam,,63
nsle
sf,all,pres,10
alls
nsel,s,loc,x
d,all,all
nsel,all
save,model,db
fini
/solu
solve
fini
/post1
set,last
nsel,s,loc,x,1
prdi
nsel,all
fini
/exit,nosa
solid73单元在GUI里面没有,要用命令流来操作。 |
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