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AVOIDING CATASTROPHIC FAILURE IN CONCRETE BRIDGES WITH FRP REINFORCEMENT

机译:避免FRP加固混凝土桥梁的巨灾破坏。

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摘要

More than fifty concrete structures, many of them pedestrian and roadway bridges, have been built world-wide using fibre reinforced plastic (FRP) reinforcements. To date, the good performance of these bridges has given engineers confidence to continue to design concrete bridges with FRP reinforcements, and to extend the scope of their application to highway bridges. Several highway bridges have been built, and they incorporate means to ensure safety while the experience with FRP field performance is growing. Designers have a number of design techniques to choose from to avoid catastrophic failure in the unlikely event of FRP malfunction. This paper identifies and illustrates with case studies some of these design techniques. It summarizes the associated provisions given in the Canadian Highway Bridge Design Code for the design of fibre reinforced structures, and discusses the uncertainties of designing FRP reinforcements, as they relate to material properties and field performance.
机译:在世界范围内,已经使用纤维增强塑料(FRP)增强材料建造了50多个混凝土结构,其中许多是人行桥和行车桥。迄今为止,这些桥梁的良好性能使工程师有信心继续设计带有FRP增强材料的混凝土桥梁,并将其应用范围扩展到公路桥梁。已经建造了几座高速公路桥梁,并且它们结合了确保安全的手段,同时对FRP现场性能的经验也在不断增长。设计师可以选择多种设计技术来避免在FRP发生故障的情况下发生灾难性故障。本文通过案例研究确定并说明了其中一些设计技术。它总结了《加拿大公路桥梁设计规范》中有关纤维增强结构设计的相关规定,并讨论了设计FRP增强材料的不确定性,因为它们与材料特性和现场性能有关。

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