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

被引：0

作者：

Ma, Wenliang ^{[1
]}

Li, Ye ^{[2
]}

机构：

[1] North China Univ Water Resources & Elect Power, Zhengzhou 450011, Henan Province, Peoples R China

[2] Zhejiang Dahua Construct Grp Co, Hangzhou 310012, Zhejiang, Peoples R China

来源：

2012 7TH INTERNATIONAL CONFERENCE ON SYSTEM OF SYSTEMS ENGINEERING (SOSE) | 2012年

关键词：

Hyperbolic arch aqueduct; Reinforced concrete; Finite element method; Force analysis;

D O I：

暂无

中图分类号：

TM [电工技术]; TN [电子技术、通信技术];

学科分类号：

0808 ; 0809 ;

摘要：

Reinforced concrete hyperbolic 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, aqueduct is arranged on the bent, it also has the function of longitudinal beam. This paper adopts finite element method to carry out force analysis for hyperbolic arch aqueduct of Jinggu River third power station, considering aqueduct weight, water pressure and earthquake effect, etc. researching stress and deformation distribution law of reinforced concrete hyperbolic arch aqueduct.

引用

页码：373 / 376

页数：4