SOLID72和SOLID73擁有轉(zhuǎn)動(dòng)自由度，便于和梁、殼單元結(jié)合，在Ansys單元手冊(cè)中，沒有這兩種單元的詳細(xì)描述，下面為SOLID72和shell63結(jié)合計(jì)算的簡(jiǎn)單算例。

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單元在GUI里面沒有，要用命令流來操作。