Nonlinear analysis of reinforced concrete membrane elements considering tension stiffening

被引：0
作者：
Broujerdian V. [1 ]
Kaveh A. [1 ]
Rahmani M. [1 ]
机构：
[1] Department of Civil Engineering, Iran University of Science and Technology, Narmak, P.O. Box 16765-163, Tehran
来源：
Asian Journal of Civil Engineering | 2018年 / 19卷 / 6期
关键词：
Membrane element; Nonlinear analysis; Reinforced concrete; Smeared crack; Tension stiffening;
D O I：
10.1007/s42107-018-0056-x
中图分类号：
学科分类号：
摘要：
In this paper, a set of recently developed interactive constitutive laws for reinforced concrete is revised. The main improvement is considering the effect of crack inclination angle on the tension-stiffening phenomenon. The influence of reinforcing bars on tensile behavior of concrete after cracking is included as a function of their angle with respect to the tension cracks. To calibrate the parameters of the model, the harmony search meta-heuristic algorithm is used. Furthermore, the experimental load–deformation curves of 13 membrane-reinforced concrete elements, with a wide range of specifications, are compared to the predicted curves obtained by the proposed method. © 2018, Springer International Publishing AG, part of Springer Nature.
引用
收藏
页码：693 / 701
页数：8
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