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高温后混凝土变形特性及本构关系的试验研究
引用本文:吴波,马忠诚,欧进萍.高温后混凝土变形特性及本构关系的试验研究[J].建筑结构学报,1999,20(5):42-49.
作者姓名:吴波  马忠诚  欧进萍
作者单位:哈尔滨建筑大学!哈尔滨150090,哈尔滨建筑大学!哈尔滨150090,哈尔滨建筑大学!哈尔滨150090
基金项目:国家自然科学基金,黑龙江省自然科学基金
摘    要:本文通过对44个棱柱体试件的应力.应变全过程及其变形指标的试验研究,分析了混凝土在经历不同高温(100℃-600℃)后应力一应变曲线各阶段的特点,并指出了高温后混凝土的变形特性与常温下混凝土的不同之处,最后建立了相应的应力一应变全曲线的方程描述。

关 键 词:变形特性  高温  应力-应变全曲线  
收稿时间:1999-10-05
修稿时间:1999-10-05

Experimental Research on Deformation and Constitutive Relationship of Concrete Under Axial Loading and High Temperature
Wu Bo,Ma Zhongcheng,Ou Jinping.Experimental Research on Deformation and Constitutive Relationship of Concrete Under Axial Loading and High Temperature[J].Journal of Building Structures,1999,20(5):42-49.
Authors:Wu Bo  Ma Zhongcheng  Ou Jinping
Affiliation:Harbin University of Architecture and Civil Engineering
Abstract:This paper introduces the investigation of the complete stress-strain curves of concrete underhigh temperatures from 100t to 600t, 44 prism specimens(100mm x 100mm x 315mm) were tested, and the staged characteristics of stress-strain curves Of concrete subjected to high temperaturewere analyzed with difference Of deformation properties between concrete under ordinals temperatareand those under high temperatures pointed out. Finally, the generalized stress-strain analyticalexpression was established.
Keywords:high temperature  complete stress-strain curves  deformation characteristics
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