首页> 外文会议>International symposium on innovation sustainability of structures in civil engineering >STUDY ON THEORY AND PRACTICE OF DIAPHRAGM BEAM OF PRESTRESSED CONCRETE BOX GIRDER BRIDGE
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STUDY ON THEORY AND PRACTICE OF DIAPHRAGM BEAM OF PRESTRESSED CONCRETE BOX GIRDER BRIDGE

机译:预应力混凝土箱梁梁膜梁理论与实践研究

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The solid model of a six-span prestressed continuous box girder bridge is built with the help of finite element program in this paper to obtain the stress state of diaphragm. Vibrational chord strain gauges are buried in the diaphragm during the construction of the bridge, the actual stress distribution form of the diaphragm can be acquired through measuring strain of embedding sensors. A practical and simplified two-step plane member system finite element method for diaphragm calculation is put forward based on the theoretical and practical research. Comparative analysis shows that this method is reliable, economical and can provide valuable reference for diaphragm design and calculation.
机译:六跨预应力连续箱梁桥的固体模型是在本文的有限元件的帮助下构建的,以获得隔膜的应力状态。在桥梁的结构期间,振动弦应变仪埋在隔膜中,可以通过测量嵌入传感器的应变来获取隔膜的实际应力分布形式。基于理论和实践研究,提出了一种实用和简化的两步平面构件系统有限元方法,用于隔膜计算。比较分析表明,该方法可靠,经济,可为隔膜设计和计算提供有价值的参考。

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