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原文传递 Finite-Element Method to Predict Reinforcing Bar Buckling in RC Structures
题名: Finite-Element Method to Predict Reinforcing Bar Buckling in RC Structures
其他题名: Abaqus[Computer software].Abaqus Analysis User's Manual 6.11,Dassault Systèmes Simulia Corp.
正文语种: 英文
作者: Yuhao Feng
关键词: Reinforced concrete;Load history effect;Reinforcing bar buckling;Strain;Analysis and computation
摘要: Buckling of longitudinal bars is a common form of damage in reinforced concrete (RC) structures subjected to earthquakes. Previous research has illustrated the impact of cyclic loading on bar buckling which often occurs upon the reversal from a tensile loading cycle. This paper presents a finite-element method to predict reinforcement buckling under seismic loading that also captures the details of the buckling mechanism. This method combines a fiber-based model to simulate the reinforced concrete member itself and an independent finiteelement model of the local plastic hinge region. The strain demands in the plastic hinge region are determined from the fiber-based model of the overall structure subjected to the ground motion. The strain history is then imposed on the finite element bar buckling model to predict the localized behavior. Comparisons between the model performance and experimental observations are shown to assess the accuracy of the proposed method.
出版年: 2015
论文唯一标识: P-26Y2015V141N05017
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001048
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 05
页码: 163-174
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