A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : Under cyclic loading-Reference-Cited by-同舟云学术

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A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : Under cyclic loading

Published:2003 Issue:568 Volume:68 Page:107-113
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

MOTOYUI Shojiro¹,MIAKE Masayuki²,HADA Koji³,TAKEUCHI Yoshitaka⁴

Affiliation:

1. Dept. of Built Environment, Tokyo Institute of Technology

2. Office of Civil Engineering and Architecture, Headquarter, The Kansai Electric Power Co., Inc.

3. Structural Engineering, Newjec Inc.

4. Engineering Dept., Nuclear Facilities Division, Obayashi Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/68/568/68_KJ00004089225/_pdf

Reference6 articles.

1. 2) LUENBERGER D. C. Linear and Nonlinear Programming. Addison Wesley. (1989)

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. 4) SIMO J. C. Algorithm for static and dynamic multiplicative plasticity that preserve the classical return mapping schemes of the infinitesimal theory. Computer methods in applied mechanics and engineering. (1992) vol.99, no.1, p.61-112. doi:10.1016/0045-7825(92)90123-2

4. A STUDY ON ELASTO-PLASTIC BEAM ELEMENT CONSIDERED PLASTIC HARDENING AND PLASTIC REGION SIZE : In case of monotonic loading

5. ANALYTICAL METHOD FOR ELASTO-PLASTIC BEHAVIOR OF TRUSS GIRDER BASED ON THE THEORY OF PLASTICITY

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