Hello
Is there a better way to represent wind pressure on the pipes
codes APDL
--------------------------elements
et,1,pipe16
r,1,159e-3,2.5e-3
mp,ex,1,210e9
mp,prxy,1,0.3
mp,dens,1,7850
----------------------------mesh
esize,,20
lsel,s,line,,1,29
latt,1,1,1
lmesh,all
----------------------------- wind load
lsel,s,line,,1
nsll,s,0
f,all,fz,-11.8
allsel
!
lsel,s,line,,2
nsll,s,0
f,all,fz,-11.8
allsel
----------------------------
*** WARNING *** CP = 36.844 TIME= 11:29:42
Both solid model and finite element model boundary conditions have been
applied to this model. As solid loads are transferred to the nodes or
elements, they can overwrite directly applied loads.
If improvements in code
Thank you
Thank you Professor Claudio Pedrazzi
Your response was important
It might be better to have a look at the full code
Or try it on your computer
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