XANSYS Message: 22622 [Go back to message list]
[bookmark on del.icio.us]
No rating yet
Subject: Re: [Re: Bending Stresses in Beams]
Author: Shivkumar shivkusa@
Date: 2001-04-11 06:05:00Hi,
yes, bending stress data is not available in etable for beam188 elements.
but we can get bending moment using etable then using APDL code we can find
bending stress.
etable,bm,smisc,2
than we can find out
max. bending stress= bm/ "moment of inertia" *thickness
regrds
Shiv
Thomas Kipf wrote:
> On 11 Apr, Ashu Sabnis wrote:
> > Hi
> > This is true for BEAM3/4. But this command is not there for BEAM188/189
> > elements. There is no direct command for calculating Bending stress for BEAM
> > 188 and BEAM 189 elements. So how can I get these values if I have a model
> > with BEAM188 elements.
> > SMISC,1 and SMISC,7 will give us axial srain and stress and NOT bending
> > stress. This is written in ELEMENT manual (BEAM188).
> > Awaiting a reply
> > regds
> > Dhananjay
> > "Pollmanns, Josef" wrote:
> > hallo,
> > Hallo,
> > at first you have to create a etable with the nedet data.
> Turn /eshap,on
> and apply plns,s,x. This will show you the bending stresses.
> Tom
> Thomas Kipf
> Ulmer Str. 130
> D-73431 Aalen
> Tel.: 0049-(0)7361-931838