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Application of Finite Element Method for Reinforced Concrete Ribbed Arch Aqueduct Structure Analysis

机译:有限元法在钢筋混凝土肋弓渡槽结构分析中的应用

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Reinforced concrete ribbed arch aqueduct's bent is arranged symmetrically on the main arch, load which is transferred from bent to main arch is more homogenous. It can improve force conditions of main arch, and aqueduct is arranged on the bent. That also has the function of longitudinal beam. This paper adopts finite element method to carry out force analysis for Guanping reinforced concrete ribbed arch aqueduct, considering aqueduct weight, water pressure and earthquake effect, etc. researching stress and deformation distribution law of reinforced concrete ribbed arch aqueduct.
机译:钢筋混凝土肋骨拱径弯曲的弯曲在主拱上对称排列,负载从弯曲到主要拱门的负荷更加均匀。它可以改善主拱的力条件,渠道排列在弯曲上。也具有纵梁的功能。本文采用有限元法,对诸着渠道重量,水压和地震效应等进行了膨胀钢筋混凝土枢塞曲折的力分析。钢筋混凝土枢纽曲桥梁应力与变形分布规律研究。

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