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Static Loading Test and Evaluation of Single Beam of Highway Prestressed Concrete Hollow Slab Beam Bridge

机译:高速公路预应力混凝土空洞板梁桥单梁静态装载试验及评价

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Since the main beams of a prestressed concrete hollow slab beam Highway Bridge stored for too long, in order to assess its bearing capacity, static loading test and bearing capacity evaluation of single beam was conducted. The hollow slab beam at the locations where the transverse distribution coefficient is biggest was chose for testing, and the transverse distribution coefficient at midspans of the slab beam was calculated by the hinged slab method. By comparing the theoretical and measured values of displacement and stain at key points of the beam, structural performance of the beam was finally evaluated. The test results showed that both the strength and stiffness of the beam was conforming to the requirements of the specification and able to satisfy normal use requirements in serviceability limit state.
机译:由于预应力混凝土空心板梁公路桥的主梁储存太长,以便评估其承载力,进行单梁的静态负载试验和承载能力评估。在横向分布系数最大的位置处的空心板梁选择用于测试,并且通过铰接的板坯法计算板坯梁的跨度的横向分布系数。通过比较光束关键点处的位移和污渍的理论和测量值,最终评估光束的结构性能。测试结果表明,光束的强度和刚度均符合规范的要求,能够满足可维护性限制状态下的正常使用要求。

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