Dear rb1957
Thank you for the help, I found a few tricks that can help me do this
I have to request it from Abaqus. Again thank you for the help, exhaustion
has a way of turning me into an idiot.
thank you very much
sorry didn't answer properly to question 3
I am currently studying the postbuckling phase
of shear panels in plate girders and the subsequent
axial force they generate on transverse stiffeners.
So I would like to compare the force generated in my model
to different design models
Dear rb1957
I could not find how to get forces from Abaqus when modelling in shell
elements. All the guides and online searching talk about how to get them
for beam elements. I apologise I did not clarify properly, I would like to find
forces from plane stresses i.e if I have mises stresses...
Hello everyone
I have modelled an I-girder in abaqus using shell elements.
Can anyone tell me how to get forces from the stresses. I
modelled 3D but output stresses are plane stresses.
any response is much appreciated
Hello everyone
I am modelling a plate girder with 12.5mm web 35mm flanges, depth of 1670mm
and transverse stiffener spacing of 2400mm. I have done an eigenvalue
buckling analysis and that give me an eigenvalue for the first mode
of 1.68 for a shear of 840kN. I want this thing to buckle in shear...
Hello everyone
I am modelling a plate girder with 12.5mm web 35mm flanges, depth of 1670mm
and transverse stiffener spacing of 2400mm. I have done an eigenvalue
buckling analysis and that give me an eigenvalue for the first mode
of 1.68 for a shear of 840kN. I want this thing to buckle in...
