原文传递
Physically Based Cyclic Tensile Model for RC Membrane Elements
| 题名： | Physically Based Cyclic Tensile Model for RC Membrane Elements |
| 其他题名： | Balakrishnan,S.,and Murray,D.W.(1988)."Concrete constitutive model for NLFE analysis of structures."J.Struct.Eng.,114(7),1449–1466. |
| 正文语种： | 英文 |
| 作者： | Alexander Kagermanov |
| 关键词： | RC membrane elements;Tensile model;Cyclic shear;Bond-slip;Nonlinear finite-element analysis |
| 摘要： | A physically based tensile model for RC membrane elements subjected to cyclic loading conditions is presented. Average concrete stresses are derived from equilibrium, compatibility, and constitutive relationships of a cracked RC element under biaxial stress-strain conditions. Cyclic bond degradation is explicitly accounted for in the equations governing tension-stiffening, crack-closing, and crack-opening. The proposed tensile model is combined with a compressive cyclic model to fully describe the axial response in the normal and parallelto- the-crack directions. Along the crack, the constitutive model for shear is based on a new shear modulus, which allows divergence between principle stress and strain directions while satisfying equilibrium and compatibility conditions. The model is implemented within a fixed-crack membrane finite element and verified against experimental tests on shear panels and RC walls. |
| 出版年： | 2016 |
| 论文唯一标识： | P-26Y2016V142N12004 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001590 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 142 |
| 期： | 12 |
| 页码： | 17-27 |
相关文献
- Three-Dimensional Fiber-Based Models of Precast and Cast-in-Place Reinforced Concrete Columns
- Elongation of Reinforced Concrete Plastic Hinges Subjected to Reversed Cyclic Loading
- Analytical Model for Tensile Membrane Action in RC Beam-Slab Structures under Internal Column Removal
- Behavior of Circular Fiber-Reinforced Polymer–Steel-Confined Concrete Columns Subjected to Reversed Cyclic Loads: Experimental Studies and Finite-Element Analysis
- Discussion of "Finite-Element Parametric Study of Bond and Splitting Stresses in Reinforced Concrete Tie Members" by Armin Ziari and M. Reza Kianoush
- Finite-Element Method to Predict Reinforcing Bar Buckling in RC Structures
检索历史
应用推荐
