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Load Test and Load Rating of an Innovative Recycled Plastic Lumber (RPL) Bridge

机译:创新的再生塑料木材(RPL)桥的载荷测试和额定载荷

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The Engineer Research and Development Center (ERDC) bridge team evaluated the world'sfirst thermoplastic composite bridge to determine the appropriate military load classification(MLC) and civilian load rating of the structure. Live-load tests were conducted on bridge T-8518 located on Tuckers Road in Camp Mackall near Fort Bragg, NC. The bridge wasdesigned to be capable of supporting loads exceeding 70 tons and to replace a dilapidatedtimber bridge, which was limited to a maximum load of 4.7 tons. Initial load testing wasrequired to obtain the responses of the bridge to live loads in order to determine its loadcapacity ratings and to establish whether or not the recycled plastic lumber (RPL) structurecould safely carry an M1 tank.Results from the load test were used for numerical evaluations using a finite-elementanalysis (FEA) of the entire superstructure. Both field data and FEA results were reasonablyaccurate. The RPL bridge generally performed in a normal linear-elastic manner, relativelysmall visco-elastic responses were observed with the heavier M1 tank. This paper describesthe behavior of the RPL bridge under civilian and military moving loads and providesstructural performance information.
机译:工程师研发中心(ERDC)的桥梁团队评估了全球 第一个热塑性复合材料桥,以确定适当的军事载荷分类 (MLC)和民用建筑的额定载荷。在桥梁T-上进行了活载测试 8518位于北卡罗莱纳州布拉格堡附近麦加尔营地的塔克路。这座桥是 设计能够承受超过70吨的载荷并替换破旧的飞机 木桥,最大负载限制为4.7吨。最初的负载测试为 需要获得桥梁对活荷载的响应才能确定其荷载 容量额定值,并确定是否使用了再生塑料木材(RPL)结构 可以安全地携带M1战车 载荷测试的结果用于使用有限元进行数值评估 整个上部结构的分析(FEA)。现场数据和FEA结果均合理 准确的。 RPL桥通常以正常的线弹性方式执行,相对而言 M1坦克越重,粘弹性反应越小。本文介绍 RPL桥在民用和军用移动载荷下的行为,并提供 结构性能信息。

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