原文传递
Capturing Out-of-Plane Shear Failures in the Analysis of Reinforced Concrete Shells
| 题名： | Capturing Out-of-Plane Shear Failures in the Analysis of Reinforced Concrete Shells |
| 其他题名： | Adebar,P.E.(1989)."Shear design of concrete offshore structures."Ph.D.dissertation,Univ.of Toronto,Toronto. |
| 正文语种： | 英文 |
| 作者： | Trevor D. Hrynyk |
| 关键词： | Reinforced concrete;Shear;Out-of-plane shear;Thick shell;Slabs;Nonlinear analysis;Finite element;Analysis and computation |
| 摘要： | A procedure for nonlinear analysis of RC slabs and shell structures is presented. Cracked RC is treated as an orthotropic material governed by a smeared rotating crack procedure and the constitutive formulations of the disturbed stress field model. The analysis procedure is implemented within the framework of a finite-element program employing layered thick-shell elements that consider out-of-plane (throughthickness) shear deformations. A simple modification method employing an effective shear strain concept is introduced to improve the out-of-plane performance of the layered shell element for RC applications. The adequacy of the procedure is verified using test data of RC members controlled by out-of-plane shear failure mechanisms and elements under combined in-plane and out-of-plane loading scenarios. The nonlinear finite-element program is shown to be suitable for elements exhibiting ductile or brittle responses, and the shear modification method introduced is found to be capable of capturing out-of-plane shear failures. |
| 出版年： | 2015 |
| 论文唯一标识： | P-26Y2015V141N12015 |
| 英文栏目名称： | Technical Papers |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001311 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 141 |
| 期： | 12 |
| 页码： | 150-160 |
相关文献
- RC Wall Plastic Hinge Out-of-Plane Buckling: Analysis Using the Nonlinear Beam-Truss Model
- Behavior of Seismically Detailed Reinforced Concrete Block Shear Walls with Boundary Elements under Out-of-Plane Loading
- Out-of-Plane Performance of Reinforced Masonry Shear Walls Constructed with Boundary Elements
- Behavior of Steel-Plate Composite Wall Piers under Biaxial Loading
- Behavior of Bolted Joints of Cable-Braced Grid Shells
- Multistep elastic analysis of the nonlinear out-of-plane load-deflection behavior of precast concrete insulated sandwich panels
检索历史
应用推荐
