摘要
粘贴钢板加固法是旧桥加固较为常用的方法。本文基于受弯构件平截面假定,推导了粘贴钢板加固矩形截面梁承载能力的计算公式,并结合具体工程实例进行分析论证,为实际工程钢板加固设计和施工提供参考。
The sticking steel plate is a common method for old bridge reinforcement.Based on the assumption of flexural member section,the calculation formula of bearing capacity of the rectangular section beam reinforced by sticking steel plate is developed.Combined with engineering cases,the calculation formula is analyzed and demonstrated,which provides references for the actual reinforcing design and the construction of sticking steel plate.
出处
《工程与试验》
2014年第4期40-42,67,共4页
Engineering and Test
关键词
桥梁
粘贴钢板加固
承载能力
荷载试验
bridge
sticking steel plate
bearing capacity
loading test
