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钢管高强混凝土压弯构件滞回性能的研究
引用本文:王湛,甄永辉.钢管高强混凝土压弯构件滞回性能的研究[J].地震工程与工程振动,2000,20(4):51-55.
作者姓名:王湛  甄永辉
作者单位:1. 汕头大学建工系,汕头 515063
2. 深圳市设计院,广东省 518000
基金项目:国家自然科学基金!(59978024),广州省自然科学基金!(990792)
摘    要:本文根据适用于三向周期受力的钢材本构关系模型,和适用于三向周期受力改进的混凝土本构关系的边界面模型,采用有限元法对钢管高强混凝土压弯构件的荷载-位移滞回曲线进行了理论分析,并进行了6个核心混凝土的强度为77N/mm2的钢管高强混凝土压弯构件滞回性能的试验研究。将理论分析和本试验研究及其他试验研究结果进行了对比,分析了荷载-位移滞回曲线的特点。

关 键 词:钢管高强混凝土  滞回性能  有限元  非线性  本构关系  压弯构件  荷载-位移滞回曲线
文章编号:1000-1301(2000)04-0051-05

Research on hysteretic behavior of high strength concrete filled steel tubular member under compression and bending
WANG Zhan,ZHEN Yong-hui.Research on hysteretic behavior of high strength concrete filled steel tubular member under compression and bending[J].Earthquake Engineering and Engineering Vibration,2000,20(4):51-55.
Authors:WANG Zhan  ZHEN Yong-hui
Abstract:In this paper, the force-displacement hysteretic loops of high strength concrete filled steel tubular members under compression and bending are calculated using element method with a steel constitutive model which is suitable for multiaxial cyclic loading and for a concrete modified bounding surface model for multiaxial cyclic compression. Six new tests were carried out on steel tubes filled with concrete with a cube strength of 77N/mm2. The theoretical lateral force-displacement hysteretic loops are compared with these tests and tests by other experimentels and the results are discussed.
Keywords:high strength concrete filled steel tube  hysteretic behavior  nonlinear  finite element  constitutive relationship  
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