Entity Finite Element Simulation of Steel-concrete Composite Cable-stayed Bridge

被引：0
|
作者：
Xu, Yufeng [1 ]
机构：
[1] S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China
来源：
FRONTIERS OF MANUFACTURING AND DESIGN SCIENCE, PTS 1-4 | 2011年 / 44-47卷
关键词：
entity finite element simulation; steel-concrete composite; cable-stayed bridge; shrinkage and creep effect;
D O I：
10.4028/www.scientific.net/AMM.44-47.3077
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The finite element simulation is an engineering technology developed with the development of computer technologies, which is also an important development direction of structure design and analysis in the future. With the rapid development of computer software and hardware technologies, it is a tendency to perform the exquisite FE simulation analysis for structure by high performance computer (HPC). In this paper the exquisite FE simulation analysis of global model consisted of block elements and shell elements is performed by means of HPC based on Steel-concrete composite cable-stayed bridge. Moreover, the shrinkage and creep effect in the construction and post-construction period are considered. Besides effectively guiding the design, the high accurate analysis results indicate that it is practical to perform the refined FE simulation analysis by HPC.
引用
收藏
页码：3077 / 3085
页数：9
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