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...