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| 高强混凝土T形截面双向压弯构件承载力的研究 | |
| 引用本文： | 翁维素,赵刚,冯志雄. 高强混凝土T形截面双向压弯构件承载力的研究[J]. 河北建筑工程学院学报, 2003, 21(1): 69-72 |
| 作者姓名： | 翁维素 赵刚 冯志雄 |
| 作者单位： | 1. 河北建筑工程学院 2. 蔚县城建局 3. 栾城县城建局 |
| 摘 要： | 对9根T形截面高强混凝土双向压弯构件进行试验研究,揭示了这类构件的破坏形态,并进一步分析T形截面正截面承载力的变化规律. |
| 关 键 词： | T形截面 高强混凝土 承载力 |
| 修稿时间： | 2002-11-13 |
Research on T-shaped High Strength Concrete Members Subjected to Axial Compression and Biaxial bending |
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| Weng Weisu,Zhao Gang,Feng Zhixiong. Research on T-shaped High Strength Concrete Members Subjected to Axial Compression and Biaxial bending[J]. Journal of Hebei Institute of Architectural Engineering, 2003, 21(1): 69-72 | |
| Authors: | Weng Weisu Zhao Gang Feng Zhixiong |
| Affiliation: | Weng Weisu Zhao Gang Feng Zhixiong Hebei Institute of Architecture and Civil Engineering Yu Xian Urban Construction Bureau Luan Chen Urban Construction Bureau |
| Abstract: | Based on the experimental study of 9 high strength concrete members with T-shaped cross section subjected to axial compression and biaxial bending. This paper reveals the failure pattern, and the calculation results coincide with the experimental result well. The variation regularity of bearing capacity of T-shaped member is obtained. |
| Keywords: | T-shaped section high strength concrete bearing capacity |
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