Hi All, I need to write a FE code for my mid term project to get the cross section proeprties of a steel section (it could be I shaped, C / channel shaped, paired channel sections, paired I sections).I know the tough part here is the computation of warping function.Could anyone help me with some references / spproach on this-I'll be extremely grateful. The proeprties include: 1 Geeometric proeprties
Area of the cross-section (Ag)
Center of gravity of the section (Xcg,Ycg)
Second moment of inertias about CG (Ixx,Iyy)
Radii of gyration (rx,ry)
Elastic Moduli of the section (Zxx,Zyy)
- Plastic properties:
Plastic neutral axis depths (Cpx,Cpy)
Plastic modulus of the section (Sxx,Syy)
3. Stability properties:
Buckling parameter (u)
Torsional constant (x)
Torsional stiffness (J)
Warping constant (H)
Kajal
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see the attached paper
I would like to discuss the attached paper in detail- can anyone help me?See the attached paper concerning the topic I mentioned in this post.
This problem (the elastic
This problem (the elastic part) has been solved using VABS, a rigorous tool for reducing the original 3D solid model into a 1D beam model.