南水北调中线工程?河渡槽三维有限元分析

郑重阳,彭辉,任德记

长江科学院院报 ›› 2013, Vol. 30 ›› Issue (5) : 86-91.

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长江科学院院报 ›› 2013, Vol. 30 ›› Issue (5) : 86-91. DOI: 10.3969/j.issn.1001-5485.2013.05.019
水工结构与材料

南水北调中线工程?河渡槽三维有限元分析

  • 郑重阳,彭辉,任德记
作者信息 +

Three-Dimensional FEM Analysis on Jihe River Aqueduct in the Middle Route of South-to-North Water Diversion Project

  • ZHENG Chong-yang,PENG Hui,REN De-ji
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文章历史 +

摘要

南水北调大型渡槽流量大、跨度大等特点,对渡槽的设计提出了更高的要求。结合南水北调?河渡槽的工程实例,运用三维有限单元法对该渡槽的受力性能进行模拟,同时重点考虑预应力和温度荷载的影响,研究了渡槽槽身各部位控制断面的应力、变形分布规律。计算结果表明:槽身截面设计和预应力筋布置方案合理,应力和位移均在允许范围内,满足抗裂和挠度要求。

Abstract

Large flow and long span of the large-scale aqueduct in South-to-North Water Diversion Project pose higher requirements for the aqueduct design. Taking the Jihe River Aqueduct for example,the structural behavior of the aqueduct was simulated by using 3-D FEM method. In consideration of pre-stress and temperature load,the distribution of stress and deformation in different control sections of the aqueduct body was analyzed. Result indicates that the design of the aqueduct body section and the scheme of pre-stressed reinforcement are reasonable. Stress and displacement are within the allowable range and both meet the requirements of anti-crack and deflection.

关键词

南水北调 / 大型渡槽 / 预应力配筋 / 有限元法 / 热-应力耦合

Key words

south-to-north water diversion project / large aqueduct / pre-stress reinforcement / FEM method / thermal stress coupling

引用本文

导出引用
郑重阳,彭辉,任德记. 南水北调中线工程?河渡槽三维有限元分析[J]. 长江科学院院报. 2013, 30(5): 86-91 https://doi.org/10.3969/j.issn.1001-5485.2013.05.019
ZHENG Chong-yang,PENG Hui,REN De-ji. Three-Dimensional FEM Analysis on Jihe River Aqueduct in the Middle Route of South-to-North Water Diversion Project[J]. Journal of Changjiang River Scientific Research Institute. 2013, 30(5): 86-91 https://doi.org/10.3969/j.issn.1001-5485.2013.05.019
中图分类号: TV67   

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