Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study

被引：37
|
作者：
Bernardo, L. F. A. [1 ]
Andrade, J. M. A.
Lopes, S. M. R. [2 ]
机构：
[1] Univ Beira Interior, Dept Engn Civil & Arquitetura, Calcada Fonte Lameiro, P-6201001 Covilha, Portugal
[2] Univ Coimbra, P-3000 Coimbra, Portugal
来源：
ENGINEERING STRUCTURES | 2012年 / 42卷
关键词：
Beams; Torsion; Truss-model; Softening effect; Stiffening effect; Theoretical model; CONCRETE HOLLOW BEAMS; CONSTITUTIVE LAWS; STRENGTH; BEHAVIOR; ELEMENTS; SHEAR; MEMBERS; COMPRESSION; SECTIONS; TENSION;
D O I：
10.1016/j.engstruct.2012.04.036
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A computing procedure is presented to predict the ultimate behavior of Normal-Strength Concrete (NSC) and High-Strength Concrete (HSC) beams under torsion. Both plain and hollow beams are considered. In order to model the non-linear behavior of the compressed concrete in the struts and of the tensioned steel reinforcement several proposals for the stress (sigma)-strain (epsilon) relationships were tested. The theoretical predictions of the maximum torque and corresponding twist were compared with results from reported tests and with the predictions obtained from Codes. One of the tested theoretical models was found to give excellent predictions for the maximum torque when compared with those obtained from some codes of practice and with experimental values of NSC and HSC beams (plain and hollow). (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码：278 / 296
页数：19
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