首页 | 本学科首页   官方微博 | 高级检索  
     检索      

用碳纤维加固桥梁的现场试验研究
引用本文:匡志平,王皓波.用碳纤维加固桥梁的现场试验研究[J].同济大学学报(自然科学版),2002,30(2):146-150.
作者姓名:匡志平  王皓波
作者单位:同济大学建筑工程系,上海,200092
摘    要:既有桥梁由于各种原因需要加固,而碳纤维加固结构技术由于其施工便 捷,且又不影响原结构的外观,加固效果又优于传统的结构加固技术,因此正被广泛应用于桥梁加固中,对某桥梁加固前后的现场动静载试验数据进行了分析研究,发现桥梁经过碳纤维加固后,其承载能力与延性均得到了很大的增强。其成果比试验室中模型试验结论更具研究推广价值。

关 键 词:桥梁结构  碳纤维加固  现场动静载试验  桥梁加固  承载能力  加固方案
文章编号:0253-374X(2002)02-0146-05
修稿时间:2000年6月4日

Field Test Study on Bridges Bonded with Carbon Fibre Reinforced Plastic
KUANG Zhi-ping,WANG Hao-bo.Field Test Study on Bridges Bonded with Carbon Fibre Reinforced Plastic[J].Journal of Tongji University(Natural Science),2002,30(2):146-150.
Authors:KUANG Zhi-ping  WANG Hao-bo
Abstract:Due to various reasons,the existing bridges need to be reinforced.The method,gluing carbon fibre reinforced plastic(CFRP) to the surface of concrete,is recently widely used.Many models with twisted CFRP,which were produced in labs,were tested,and abundant data were gained.But as we know,it's different between the model test and the field test.This paper describes such a test that before and after the reinforcement a bridge was tested under dead load and dynamical load.Through theoretic analysis based on the data some conclusions are drewn.The great carry capacity and ductility improvement can be observed.
Keywords:bridge structure  carbon fibre  reinforce  field test
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号