Experiment and constitutive modeling on cyclic plasticity behavior of LYP100 under large strain range

Author:

He Qun,Chen Yiyi,Ke Ke,Yam Michael C.H.,Wang Wei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Strain-hardening behavior of shear panels made of low-yield steel. I: Test;Masayoshi;J. Struct. Eng.,1995

2. Test study on mechanical properties of shear panel energy-dissipation components using low yield point steel with different parameters;Wang;Gongcheng Lixue/Eng. Mech.,2017

3. Constitutive model of low-yield point steel and its application in numerical simulation of buckling-restrained braces;Wang;J. Mater. Civ. Eng.,2015

4. Mechanical properties of low yield point steels;Saeki;J. Mater. Civ. Eng.,1998

5. Cyclic response of plate steels under large inelastic strains;Dusicka;J. Constr. Steel Res.,2007

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