Hi friends,
I am studying about cyclic behaviour of steel-concrete composite column. When i am giving material properties of steel, i have doubt about Isotrophic Hardening and Kinematic Hardening, which one i have to use to get cyclic behaviour of column.
Thank You
R.Velmurugan
Dear Velmurugan,I think that
Dear Velmurugan,I think that either kinematic or isotropic hardening laws for steel are acceptable.Look at the following:http://www.uotiq.org/tec_magaz/volume272009/No.1.2009/reseraches/Text_5.pdf http://www.cee.lsu.edu/people/mbarbato/Publications/2008_Eurosteel2008_Zona-Barbato-Conte.pdf http://imechanica.org/node/6641
Please help
Hello,
i started for three month to model elements in abaqus, especially composite columns. My question is how did u define the concrete material law, and maybe if u can help by giving me some examples or tutorials. Thank you in advance
Teodora Bogdan