Optimisation design and structure analysis of large-scale prestressed rectangular aqueduct

Q4 Engineering
W. Ma, X. Bai
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引用次数: 0

Abstract

In order to provide theoretical basis for the design of large-scale prestressed rectangular aqueduct, saving engineering investment, and ensuring the safety and reliability of aqueduct structure. This paper adopts mixed discrete variable optimisation design method to carry out optimisation design for Sha river aqueduct of the south-to-north water diversion project, the objective function of optimisation design is project cost. Calculated results show that, optimisation design scheme of rectangular aqueduct is economic and reasonable, aqueduct structure meets the strength condition and stiffness condition, wind load has little effect for stress and deformation distribution of aqueduct, but water pressure has great effect for stress and deformation distribution of aqueduct. When stress concentration phenomenon at the junction of the longitudinal beams and transverse ribs in the rectangular aqueduct occurs, local stress is higher.
大型预应力矩形渡槽优化设计与结构分析
为大型预应力矩形渡槽的设计提供理论依据,节省工程投资,保证渡槽结构的安全可靠。本文采用混合离散变量优化设计方法对南水北调沙河渡槽进行优化设计,优化设计的目标函数为工程造价。计算结果表明,矩形渡槽优化设计方案经济合理,渡槽结构满足强度和刚度条件,风荷载对渡槽应力和变形分布影响不大,而水压对渡槽的应力和形变分布影响较大。矩形渡槽中,当纵梁与横肋连接处出现应力集中现象时,局部应力较大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
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