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混凝土T形柱配箍特征试验研究
引用本文:张晓光,王铁成. 混凝土T形柱配箍特征试验研究[J]. 低温建筑技术, 2007, 0(2): 63-64,118
作者姓名:张晓光  王铁成
作者单位:天津大学建筑工程学院,天津,300072;天津大学建筑工程学院,天津,300072
摘    要:根据12根不同配箍特征值的T形柱进行轴心受压试验的数据,绘出T形柱的应力—应变全曲线,分析配箍特征值对T形截面柱强度和延性的影响。推导出约束混凝土的应力—应变全曲线,考察配箍特征值对约束混凝土应力-应变全曲线的影响,通过分析配箍特征值对T形柱约束混凝土强度的影响,得到适合于T形柱的配箍特征值的取值范围。

关 键 词:配箍特征  T形柱  应力-应变
文章编号:1001-6864(2007)02-0063-02
修稿时间:2007-01-10

EXPERIMENTAL RESEARCH ON VOLUME REINFORCEMENT CHARACTERISTICS OF T- SECTION COLUMNS
ZHANG Xiao-guang,WANG Tie-cheng. EXPERIMENTAL RESEARCH ON VOLUME REINFORCEMENT CHARACTERISTICS OF T- SECTION COLUMNS[J]. Low Temperature Architecture Technology, 2007, 0(2): 63-64,118
Authors:ZHANG Xiao-guang  WANG Tie-cheng
Affiliation:School of Civil Engineering, Tianjin University , Tianjin 300072, China
Abstract:The stress-strain curve for every T-section column is drawn,and volume reinforcement characteristic's effect to the strength and ductility of T-section columns is analyzed according to the uniaxial compression experimental data,which is based on 12 T-section columns of different volume reinforcement characteristics.The stress-strain curve for confined concrete is induced.Volume reinforcement characteristic's effect to the stress-strain curve for confined concrete is analyzed,and the fit variation scope of volume reinforcement characteristic is obtained by analyzing volume reinforcement characteristic's effect to the strength and ductility of T-section column.
Keywords:volume reinforcement characteristic    T - section column    stress - strain
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