摘要: As was deliberated in Chapter 8, only the extended subloading surface model is capable of describing cyclic loading behavior materials pertinently. The explicit constitutive equation this shown chapter. Then, will be applied to metals and soils, their validities verified by comparisons with test data chapter 10 soils 11.
springer.com
sci-hub.st 参考文章(6)
Yannis F. Dafalias, BOUNDING SURFACE PLASTICITY, I: MATHEMATICAL FOUNDATION AND HYPOPLASTICITY Journal of Engineering Mechanics-asce. ,vol. 112, pp. 966- 987 ,(1986) , 10.1061/(ASCE)0733-9399(1986)112:9(966)
K. Hashiguchi, Constitutive Equations of Elastoplastic Materials With Elastic-Plastic Transition Journal of Applied Mechanics. ,vol. 47, pp. 266- 272 ,(1980) , 10.1115/1.3153653
K. Hashiguchi, Subloading surface model in unconventional plasticity International Journal of Solids and Structures. ,vol. 25, pp. 917- 945 ,(1989) , 10.1016/0020-7683(89)90038-3
Koichi Hashiguchi, Exact Formulation of Subloading Surface Model: Unified Constitutive Law for Irreversible Mechanical Phenomena in Solids Archives of Computational Methods in Engineering. ,vol. 23, pp. 417- 447 ,(2016) , 10.1007/S11831-015-9148-X
KOICHI HASHIGUCHI, None, FUNDAMENTALS IN CONSTITUTIVE EQUATION : CONTINUITY AND SMOOTHNESS CONDITIONS AND LOADING CRITERION Soils and Foundations. ,vol. 40, pp. 155- 161 ,(2000) , 10.3208/SANDF.40.4_155
Koichi Hashiguchi, Elastoplasticity Theory Lecture Notes in Applied and Computational Mechanics. ,(2014) , 10.1007/978-3-642-35849-4