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STUDY ON THEORY AND PRACTICE OF DIAPHRAGM BEAM OF PRESTRESSED CONCRETE BOX GIRDER BRIDGE

机译:预应力混凝土箱梁桥横梁理论与实践研究

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摘要

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:本文通过有限元程序建立了六跨预应力连续箱梁桥的实体模型,得到了膜片的应力状态。在桥梁建造过程中,振动弦应变计被埋在膜片中,膜片的实际应力分布形式可以通过测量埋入传感器的应变来获得。在理论和实践研究的基础上,提出了实用,简化的两步平面构件系统有限元计算方法。对比分析表明,该方法可靠,经济,可为隔膜的设计和计算提供有价值的参考。

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