The Elastic-plastic Analysis on Prestressed Concrete Cable-beam Structure System

被引：0
|
作者：
Xie, Xinying [1 ]
Yin, Xinsheng [1 ]
机构：
[1] Jilin Architectural & Civil Engn Inst, Changchun, Peoples R China
来源：
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词：
research status; elastic-plastic analysis; prestressed cable-beam structure systems; FEM; working mechaniam of beam;
D O I：
10.4028/www.scientific.net/AMM.204-208.1074
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
It introduces the current research status about prestressed concrete cable-beam structure system at home and abroad, and anylyzes the phase of elasticity-plasticity by the FEM software.In this paper,it builds the geometric models of slabs in different thickness and gets all kinds of results.It compares the results of different slabs and gets the conclusion that the working mechanism of beam changes with the quantity adding of cable.
引用
收藏
页码：1074 / 1077
页数：4
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