A GENERALIZED TWO-SURFACE MODEL FOR STRUCTURAL STEELS UNDER CYCLIC LOADING
Author:
Affiliation:
1. JSCE
2. Dept. of Civil and Environmental Engineering, Saitama University
3. Dept. of Civil Engineering, Nagoya University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1993/471/1993_471_23/_pdf
Reference19 articles.
1. 1) Mróz, Z.: On the Description of anisotropic work hardening, J. Mech. Phys. Solids, Vol. 15, pp. 163-175, 1967.
2. 2) Iwan, W. D.: On a class of model for the yielding behavior of continuous and composite system, Trans., ASME, J. Appl. Mech., pp. 612-617, Sept. 1967.
3. 3) Petersson, H. and Popov, E. P.: Constitutive relation for generalized loadings, Proc. of ASCE, Vol. 104, No. EM4, pp. 611-627, 1977.
4. 4) Minagawa, M., Nishiwaki, T. and Masuda, N.: Modelling cyclic plasticity of structural steels, Proc. of JSCE, Structural Eng./Earthquake Eng., Vol. 4, No. 2, pp. 361s-370s, 1987.
5. 5) Dafalias, Y. F. and Popov, E. P.: A model of nonlinear hardening materials for complex loading, Acta, Mech., Vol. 21, pp. 173-192, 1975.
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