Path-dependent cyclic stress-strain relationship of reinforcing bar including buckling

被引:132
作者
Dhakal, RP
Maekawa, K
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Protect Technol Res Ctr, Singapore 639798, Singapore
[2] Univ Tokyo, Dept Civil Engn, Bunkyo Ku, Tokyo 1138656, Japan
关键词
buckling; reinforcing bar; envelope; cyclic loop; path-dependent; stress-strain relationship;
D O I
10.1016/S0141-0296(02)00080-9
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, the formulation and verification of a cyclic stress-strain relationship of reinforcing bars are presented. The tension envelope comprises an elastic range, a yield plateau and a hardening zone. The compression envelope also includes a linear elastic range followed by a non-linear buckling model. The cyclic loops follow Giuffre-Menegotto-Pinto equations with some modifications to account for the effect of buckling. A complete path-dependent cyclic constitutive model is then obtained by combining the equations representing the two monotonic envelopes and the cyclic loops. Comparison with bare bar test results shows that the proposed model could reasonably predict the cyclic behaviour of reinforcing bars including the post-buckling loops. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1383 / 1396
页数:14
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