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

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