高强混凝土T形截面单向偏心受压构件正截面承载力的计算  

Research on T-shaped High Strength Concrete Members Subjected to Eccentric Compression Bending

作　　者：翁维素[1] 宋玉峰 

机构地区：[1]河北建筑工程学院 [2]张家口建筑质量监督站

出　　处：《河北建筑工程学院学报》2000年第3期26-29,36,共5页Journal of Hebei Institute of Architecture and Civil Engineering

摘　　要：通过对高强混凝土T形截面单向偏心受压构件的试验和理论研究,揭示了这类构件的破坏形态,编制了全过程非线性分析程序,计算结果与试验结果吻合较好,提出了高强混凝土T形截面单向偏心受压构件正截面承载力的计算方法.Based on the experimental and theoretical study of high-strength concrete member with t-shaped cross-sections subjected to eccentric compression bending, this paper reveals the failure patterns of these members,a computer analysis procedure is developed, the results of the calculation and the experiment coincide well. A design method based on the study of this paper is proposed

关 键 词：高强混凝土 T形截面 承载力 单向偏心受压 

分 类 号：TU375.3[建筑科学—结构工程]