Paper Title:
Study on Space Nonlinear FE Model of Composite Beam Cable-Stayed Bridge with Three Towers
  Abstract

Taking Wuhan Erqi Yangtze River Bridge as an example, based on link element, shell element, and beam element, a double beam nonlinear finite element model is purposed using popular finite analyzing software ANSYS. The internal force and deformation characteristics of composite beam cable-stayed bridge with three towers is analyzed by double beam model, and compared to the single beam. The results show that the double beam nonlinear FE model, which have less freedom and conveniently calculate, can be used to well analyze the nonlinear of composite beam cable-stayed bridge with three towers.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
975-978
DOI
10.4028/www.scientific.net/AMM.90-93.975
Citation
F. Wang, "Study on Space Nonlinear FE Model of Composite Beam Cable-Stayed Bridge with Three Towers", Applied Mechanics and Materials, Vols 90-93, pp. 975-978, Sep. 2011
Online since
September 2011
Authors
Price
US$ 28,-
Share
Authors: Qiong Fen Wang, Yuan Cai Liu, Liang Cao, Ji Yao, Jian Feng Huang
Dynamic Mechanical Analysis, Optimization and Control
Abstract:Calculations of the end-plate semi-rigid joints are carried out with a FE-program ANSYS. Some results of the calculations are introduced in...
1625
Authors: Wen Juan Yao, Wu Yang, Xiao Yu Liu
Chapter 3: Frontiers of Civil Engineering
Abstract:Taking Tianjin Yonghe bridge for example, the finite element method is adopted to simulate each stages of cable replacement process, the...
1383
Authors: Ke Zhong, Jing Hu, Bin Zheng
Chapter 1: Key Engineering Materials
Abstract:Firstly the pavement compound system model of steel beam and steel-concrete combined section are established based on structure...
103