| T形截面钢筋混凝土压弯构件正截面承载力及延性 |
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| 引用本文： | 陈云霞,高云海,张玉秋,姚石良.T形截面钢筋混凝土压弯构件正截面承载力及延性[J].天津大学学报(自然科学与工程技术版),1998(1). |
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| 作者姓名： | 陈云霞 高云海 张玉秋 姚石良 |
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| 作者单位： | 天津大学建筑工程学院 |
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| 基金项目： | 天津市科委重点攻关项目 |
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| 摘 要： | 对１４根Ｔ形截面、２根矩形截面钢筋砼双向压弯构件的正截面承载力及延性进行了试验研究，通过电算程序进行理论计算，电算结果与试验结果吻合较好．根据大量电算分析，揭示了该类构件正截面极限承载能力的变化规律．
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| 关 键 词： | T形截面钢筋混凝土双向压弯构件，正截面承载力，延性 |
STRENGTH AND DUCTILITY OF T SECTION R.C.MEMBERS SUBJECTED TO AXIAL COMPRESSION AND BIAXIAL BENDING |
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| Chen,Yunxia,Gao,Yunhai,Zhang,Yuqiu,Yao,shiliang.STRENGTH AND DUCTILITY OF T SECTION R.C.MEMBERS SUBJECTED TO AXIAL COMPRESSION AND BIAXIAL BENDING[J].Journal of Tianjin University(Science and Technology),1998(1). |
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| Authors: | Chen Yunxia Gao Yunhai Zhang Yuqiu Yao shiliang |
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| Abstract: | Based on the experimental study of strength and ductility of 14 T section R.C.members and 2 rectangle section R.C.members,subjected to axial compression and biaxial bending,theore tical analysis by computation program is achieved.Satisfactory agreement between the analytical results and the experimental results is obtained.According to the analytical results the regularity of the ultimate strength variation for this kind of members is revealed. |
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| Keywords: | T section R C members subjected to axial compression and biaxial bending strength ductility |
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