[1]孙晓燕,黄承逵,孙保沭.既有桥梁外贴纤维布加固后可靠度分析[J].东南大学学报(自然科学版),2005,35(3):427-432.[doi:10.3969/j.issn.1001-0505.2005.03.022]
 Sun Xiaoyan,Huang Chengkui,Sun Baoshu.Time-dependent reliability analysis of existing bridges strengthened with FRP laminates[J].Journal of Southeast University (Natural Science Edition),2005,35(3):427-432.[doi:10.3969/j.issn.1001-0505.2005.03.022]
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既有桥梁外贴纤维布加固后可靠度分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
35
期数:
2005年第3期
页码:
427-432
栏目:
交通运输工程
出版日期:
2005-05-20

文章信息/Info

Title:
Time-dependent reliability analysis of existing bridges strengthened with FRP laminates
作者:
孙晓燕1 黄承逵2 孙保沭3
1 1 清华大学土木工程系, 北京 100084; 2 2 大连理工大学土木工程系, 大连 116023; 3 华北水利水电学院水利工程系, 郑州 450082
Author(s):
Sun Xiaoyan1 Huang Chengkui2 Sun Baoshu3
1 Department of Civil Engineering, Tsinghua University, Beijing 100084, China
2 Department of Civil Engineering, Dalian University of Technology, Dalian 116023, China
3 Department of Hydraulic and Hydropower Engine
关键词:
既有桥梁 纤维布 可靠度 加固 耐久性
Keywords:
existing bridge FRP time-dependent reliability reinforcement durability
分类号:
U445.7
DOI:
10.3969/j.issn.1001-0505.2005.03.022
摘要:
对国内外大量纤维布加固试验进行了分析计算,得到了钢筋混凝土矩形桥梁构件计算模式不定性系数的统计参数.讨论了钢筋锈蚀、混凝土强度、纤维布加固耐久性以及荷载等影响因素变化对既有桥梁结构承载力的影响,参考既有桥梁结构全寿命可靠度分析,确定了加固后既有桥梁锈蚀延迟期的长度.在国内外纤维片材加固混凝土结构的耐久性试验的基础上,提出在加固后可以不考虑纤维布材料的老化及其纤维布材料与混凝土粘结界面的退化,使加固后钢筋混凝土构件承载力极限状态可靠度分析得到简化.研究了加固后既有桥梁抗力计算方法,并结合一座实际桥梁工程进行了加固后可靠度计算.该方法具有一定的工程应用意义,可以作为既有桥梁加固评估的理论依据.
Abstract:
A new method of retrofit of existing bridges was studied recently that uses the addition of externally bonded fiber reinforced polymers(FRP)to increase the load capacity. Statistical parameter of flexural calculating mode on reinforced concrete(RC)beam strengthened with FRP is given after analyzing lots of experiment results.The influence mechanism of bridge resistance after reinforcement is discussed. According to the durability research and corresponding experimentation, the aging of FRP material and the degradation of the interface between FRP and concrete can be ignored. Therefore, the calculation of reliability index can be simplified. A practical example of time-dependent reliability analysis is illustrated herein to show the reliability-based assessment method of existing bridges reinforced with FRP.

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备注/Memo

备注/Memo:
基金项目: 辽宁省交通科技重点资助项目(0101).
作者简介: 孙晓燕(1976—),女,博士,讲师,xy-sun@tsinghua.edu.cn.
更新日期/Last Update: 2005-05-20