A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : In case of monotonic loading
Author:
Affiliation:
1. Dept. of Built Environment, Interdisciplinary Graduate School, Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/68/563/68_KJ00004088967/_pdf
Reference4 articles.
1. 2) SIMO J. C. Non-smooth multisurface plasticity and viscoplasticity. Int. J. Numer, Meth. Engng.. (1988) vol.26, p.2161-2185. doi:10.1002/nme.1620261003
2. 3) HANSEN N. R. A thermodynamically consistent frame work for theories of elastoplasticity coupled with damage. Int. J. Solids Structures. (1994) vol.31, no.3, p.359-389. doi:10.1016/0020-7683(94)90112-0
3. ANALYTICAL METHOD FOR ELASTO-PLASTIC BEHAVIOR OF TRUSS GIRDER BASED ON THE THEORY OF PLASTICITY
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. GENERALIZED PLASTIC HINGE MODEL INVOLVING PARTIALLY-PLASTIC STATES AND HARDENING;Journal of Structural and Construction Engineering (Transactions of AIJ);2006
2. A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : Under cyclic loading;Journal of Structural and Construction Engineering (Transactions of AIJ);2003
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