粘接型钢加固梁正截面承载力计算  

Calculate the Normal Section Bearing Capacity of Reinforced Beam with Bonding Section Steel

作　　者：郭波[1] 陈德润[2] 

机构地区：[1]孝感学院城市建设学院,湖北孝感432000 [2]中冶赛迪工程技术股份有限公司,重庆400013

出　　处：《孝感学院学报》2009年第3期82-85,共4页JOURNAL OF XIAOGAN UNIVERSITY

摘　　要：加固型钢通过结构胶与原梁相结合形成组合构件,使型钢与原梁一起参与受弯,通过对粘钢加固梁的理论分析,给出了粘接型钢加固的抗弯承载力计算公式,与试验结果吻合较好。In this article, the authors used structural adhesive to bond reinforced section steel on beam to form composite members and made the composite member subjected to bending. Then, by means of the theoretical analysis on the composite member, the authors obtained the calculation formula of bending capacity of composite member, and the calculated results have good agreement with the test results.

关 键 词：型钢加固 二次受力 正截面承载力 

分 类 号：TU528[建筑科学—建筑技术科学]