首页> 外文会议>Fifth American Society of Civil Engineers Materials Engineering Congress May 10-12,1999 Cincinnati, Ohio >Strengthening a Reinforced Concrete (RC) Cap Beam Using Fiber-Reinforced Polymer Composites: A Case Study
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Strengthening a Reinforced Concrete (RC) Cap Beam Using Fiber-Reinforced Polymer Composites: A Case Study

机译:使用纤维增强聚合物复合材料增强钢筋混凝土(RC)帽梁的案例研究

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摘要

The New York State Department of Transportation, in partnership with industry, is conducting a demonstration project to evaluate techniques and performance of concrete repair systems that use fiber reinforced polymer (FRP) composites. Cracked bridge pier cap beams are being repaired to reduce the risk of structural failure that was identified through the state's Vulnerability Assessment Program. Two FRP systems are compared to each other and to conventional methods to evaluate the merits of each in terms of additional strength provided, cost-effectiveness, ease and speed of installation, impact on traffic flow during the repair, and long term durability. This paper describes the project scope, subsequent repairs using FRP's, and long term plans for monitoring.
机译:纽约州交通部与工业界合作,正在开展一个示范项目,以评估使用纤维增强聚合物(FRP)复合材料的混凝土修补系统的技术和性能。正在修复破裂的桥墩盖梁,以减少因州安全漏洞评估计划确定的结构故障风险。将两个FRP系统相互比较,并与常规方法进行比较,以评估它们在提供的额外强度,成本效益,安装的便捷性和速度,维修过程中对交通流量的影响以及长期耐久性方面的优劣。本文介绍了项目范围,使用FRP进行的后续维修以及监测的长期计划。

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