粘贴加固受弯构件的计算机分析  

The Computer Analysis of Flexural Members Strengthened by Bonded Materials

作　　者：吕伟军[1] 刘应龙[2] 

机构地区：[1]中南林学院建筑工程学院,湖南株洲412006 [2]湖南城市学院监理公司,湖南益阳413000

出　　处：《湖南城建高等专科学校学报》2003年第3期4-5,25,共3页Journal of Hunan Urban Construction College

摘　　要：自行编制计算机程序分别对不同粘贴材料加固受弯构件抗弯承载力试验进行了计算机分析,计算结果表明该计算曲线与试验曲线吻合较好,由此认为不同材料就粘贴加固受弯构件可以用一个统一的公式进行设计和计算.The tests of flexural members strengthened by different bonded materials have been analyzed by computer program in this paper. Through the calculated results, the calculated curves are close with testing curves. Thereby, the flexural capacity of flexural members strengthened by different bonded materials could be calculated and designed by a united formula.

关 键 词：受弯构件 抗弯承载力 粘贴加固 混凝土 抗拉强度 

分 类 号：TU375[建筑科学—结构工程]