FURTHER STUDY ON TWO-SURFACE MODEL FOR STRUCTURAL STEELS UNDER UNIAXIAL CYCLIC LOADING
Author:
Affiliation:
1. Dept. of Civil Engineering, Nagoya University
2. JSCE
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1993/459/1993_459_59/_pdf
Reference5 articles.
1. 1) Shen C., Tanaka, Y., Mizuno, E. and Usami T.: A two-smface model for steels with yield plateau, Proc. of JSCE, Structural Eng./Earthquake Eng. Vol. 8, No. 4, 179s-188s, Jan. 1992.
2. 2) Minagawa, M., Nishiwaki, T. and Masuda, N.: Modelling cyclic plasticity of structural steels, Structural Eng./Earthquake Eng., Vol. 4, No. 2, pp. 361-370, Oct., 1987.
3. 3) Ohno, N. and Kachi Y.: A constitutive model of cyclic plasticity for nonhardening material, Trans. of ASME, J. of Applied Mechanics, Vol. 53, pp395-403, June, 1986.
4. 4) Dafalias, Y. F. and Popov, E. P.: A model of non-linear hardening materials for complex loading, Acta, Mech., Vol. 21, pp. 173-192, 1975.
5. 5) Tseng, N. T. and Lee, G. C.: Simple plasticity model of two-surface type, Journal of Engineering Mechanics, Proc. ASCE, Vol. 109, No. 3, pp. 795-810, June 1983.
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2. CYCLIC ELASTO-PLASTIC FINITE DISPLACEMENT ANALYSIS OF PLATES WITH MODIFIED TWO-SURFACE MODEL;Doboku Gakkai Ronbunshu;1995-10-21
3. A GENERALIZED TWO-SURFACE MODEL FOR STRUCTURAL STEELS UNDER CYCLIC LOADING;Doboku Gakkai Ronbunshu;1993-07-21
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