|本期目录/Table of Contents|

[1]魏巍巍,贡金鑫.钢筋混凝土柱荷载-变形计算的理论模型[J].建筑科学与工程学报,2012,29(01):38-49.
 WEI Wei-wei,GONG Jin-xin.Theoretical Models of Load-deformation Calculation for Reinforced Concrete Columns[J].Journal of Architecture and Civil Engineering,2012,29(01):38-49.
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
29卷
期数:
2012年01期
页码:
38-49
栏目:
出版日期:
2012-03-30

文章信息/Info

Title:
Theoretical Models of Load-deformation Calculation for Reinforced Concrete Columns
作者:
魏巍巍1,2,贡金鑫1
1. 大连理工大学 建设工程学部,辽宁 大连 116024; 2. 中交公路规划设计院有限公司,北京 100088
Author(s):
WEI Wei-wei1,2, GONG Jin-xin1
1. Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China; 2. CCCC Highway Consultants Co., Ltd., Beijing 100088, China
关键词:
钢筋混凝土柱 水平荷载 变形 修正压力场理论 承载力 应力
Keywords:
reinforced concrete column lateral load deformation modified compression field theory bearing capacity stress
分类号:
TU375.1
DOI:
-
文献标志码:
A
摘要:
为得到轴向荷载及水平荷载作用下钢筋混凝土柱的荷载-变形曲线,利用简化的修正压力场理论描述剪切特性以及符合平截面假定的弯曲理论描述弯曲特性,并认为柱端产生的总水平变形主要由弯曲变形、剪切变形和钢筋滑移引起的变形组成,提出了一种分析轴向荷载及水平荷载作用下钢筋混凝土柱荷载-变形的新方法,它可模拟钢筋混凝土柱弯曲破坏、弯剪破坏和剪切破坏的过程; 最后将荷载-变形计算结果与15根矩形柱的低周反复荷载试验结果进行了对比分析。研究结果表明:按本文方法计算的荷载-变形计算结果与滞回曲线的外包线基本一致,可用于轴向荷载和水平荷载作用下钢筋混凝土柱的荷载-变形性能分析。
Abstract:
To get load-deformation relationship for reinforced concrete columns subjected to combined action of axial load and lateral load, a new method was developed using simplified modified compression field theory(MCFT)to describe shear behavior, using conventional section analysis to describe flexure behavior, and considering that the total lateral deformation of a column at its ends was comprised of deformations due to flexure, shear and reinforcement slip. The load-deformation courses of reinforced concrete columns failing in flexural failure, flexure-shear failure and shear failure were presented in this method. Finally, the calculation results of load-deformation in the paper were compared with the results of 15 rectangular columns from various low-cycle reverse loading tests. Study results show that the model predicted the load-deformation response envelop reasonably well, so it can be used in load-deformation analysis for reinforced concrete columns subjected to combined action of axial load and lateral load.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2011-10-20
基金项目:国家自然科学基金重点项目(90815027)
作者简介:魏巍巍(1982-),女,辽宁锦州人,工学博士,E-mail:3134586weiweiwei@gmail.com。
更新日期/Last Update: 2012-03-20