Design and research on the first polish FRP composite road bridge

IF 0.1 Q4 ENGINEERING, CIVIL
T. Siwowski, Damian Kaleta, M. Rajchel
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引用次数: 4

Abstract

Abstract The main goal of the research project was to develop and demonstrate the first Polish FRP composite road bridge, starting from concept design and material research, and going thru manufacturing technique selection, detailed FEM analysis and structural testing of elements. The R&D project comprises also the proof test of the completed bridge as well as structural monitoring in exploitation period. The objective of the paper is the description of the bridge and its structural solutions, i.e. FRP box girders and lightweight concrete deck slab acting compositely. Further the FEM analysis of the girder and the bridge span made on design stage has been presented. The VARTM manufacturing technique was used for girders production. Its main steps have been also presented. Finally the research on the new FRP box girder with LRC slab (hybrid girder) has been briefly showed. The full scale prototype girder with the total length of 22 m was tested to evaluate its carrying capacity, modes of failure, basic dynamic parameters as well as overall behaviour under ultimate static load. The FRP girder met the prescribed serviceability and safety criteria. The FEM model of the girder was validated against testing results and was further used for bridge design. Thanks to R&D project the first Polish FRP bridge is likely to be built late autumn 2015. The output of the research project gives a very promising future for the FRP composite bridge application. The research works showed in the paper have been partially financed by the Polish National Centre for Research and Development in the frame of the research project “ComBridge” (www.com-bridge.pl).
首座抛光玻璃钢复合公路桥的设计与研究
本研究项目的主要目标是从概念设计和材料研究开始,经过制造工艺选择、详细的有限元分析和构件结构测试,开发和演示第一座波兰FRP复合公路桥。该项目还包括已完工桥梁的验证试验和开发期间的结构监测。本文的目的是描述桥梁及其结构解决方案,即FRP箱梁和轻质混凝土板的组合作用。并在设计阶段对主梁和桥跨进行了有限元分析。梁的制作采用VARTM制造技术。本文还介绍了其主要步骤。最后简要介绍了新型LRC板FRP箱梁(混合梁)的研究情况。对全长22 m的原型梁进行了承载能力、破坏模式、基本动力参数以及在极限静载下的整体性能评估。FRP梁符合规定的使用性能和安全标准。该模型与试验结果进行了对比验证,并进一步用于桥梁设计。由于研发项目,第一座波兰玻璃钢桥可能会在2015年秋末建成。本课题的研究成果为玻璃钢复合材料桥梁的应用提供了广阔的前景。论文中显示的研究工作部分由波兰国家研究与发展中心在“ComBridge”研究项目框架内资助(www.com-bridge.pl)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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10 weeks
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