COMPOSITE ANALYSIS AND
STRUCTURAL SIZING SOFTWARE
Login
or
Register
HOME
Search Section:
Everything
Forum Only
Help Only
Website Only
Match:
Any search words
All search words
Advanced Search
Username
Password
Always stay logged in
Forgot your password?
Not a member?
Register Now
News:
Contact us to upgrade your software!
Home
Help
Search
Login
Register
HyperSizer Support Forum
»
Software Use
»
FEM Coupling (HyperFEA)
»
BEAMs VS BARs
« previous
next »
Print
Pages: [
1
]
Go Down
Author
Topic: BEAMs VS BARs (Read 22399 times)
bwshockley
Posts: 5
BEAMs VS BARs
«
on:
June 04, 2009, 10:12:28 AM »
Does HyperSizer import PBEAM elements? OR will it only import PBAR elements?
Logged
Phil
Administrator
Posts: 218
Re: BEAMs VS BARs
«
Reply #1 on:
June 04, 2009, 10:17:34 AM »
Currently, HyperSizer only imports CBAR and CROD 1-D elements. Having CBEAM elements will not cause an error, however, HyperSizer will ignore these elements on import.
Phil
Logged
bwshockley
Posts: 5
Re: BEAMs VS BARs
«
Reply #2 on:
June 05, 2009, 08:56:50 AM »
Phil, out of curiosity, could you explain why that is? We tend to use CBEAM elements, we can covert them to CBAR, as we recently did for import. So, it's not a huge deal for us, but we were just wondering.
Thanks,
Ben
Logged
dflo
Posts: 2
Re: BEAMs VS BARs
«
Reply #3 on:
June 10, 2009, 09:54:18 AM »
I am also curious to see why this is. I typically use CBEAMs in my models, and it takes some effort to convert them all to CBAR elements.
Logged
Phil
Administrator
Posts: 218
Re: BEAMs VS BARs
«
Reply #4 on:
June 12, 2009, 05:25:00 PM »
There were a couple of reasons that we didnt support CBEAMS.
One is that we don't support non-prismatic beams which can be modeled using CBEAMS.
A bigger reason is that in the past we haven't calculated the warping factor or shear center of beams which are really necessary on the PBEAM card to get the proper behavior of the beams. Sometime later this summer, we will have that information available and at that time, we can come back and re-visit support for CBEAMs.
Logged
Print
Pages: [
1
]
Go Up
« previous
next »
HyperSizer Support Forum
»
Software Use
»
FEM Coupling (HyperFEA)
»
BEAMs VS BARs