Paper Title:
Study and Model Test on the Anchorage Area for Chongqing Jiayue Bridge’s PC Box Girder
  Abstract

The research work is described about the numerical analysis and reduced scale prototype model test of Chongqing Jiayue Bridge’s PC beam, which has some special structure details. The structure’s practicality of the PC box girder’s anchorage is demonstrated through computing, at the same time, the security of the anchorage undertaking kiloton force is experimented by test. Some conclusions and suggestions are drowning through such research work which are helpful to design and construction.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
1597-1604
DOI
10.4028/www.scientific.net/AMR.243-249.1597
Citation
S. H. Sun, X. S. Zhang, A. B. Gu, "Study and Model Test on the Anchorage Area for Chongqing Jiayue Bridge’s PC Box Girder", Advanced Materials Research, Vols. 243-249, pp. 1597-1604, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

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
Authors: Yang Li, Li Jiao Shen
Chapter 4: Structural Engineering
Abstract:Based on one prestressed frame beam in an actual project, both the indirect measuring test and the finite element numerical simulation about...
1052
Authors: Jing Feng Wang, Bo Wang, Zhong Ming Zheng
Chapter 9: New Technology for the Preparation and Construction of Building Materials
Abstract:To research the mechanical behaviour of the novel composite beam with concrete filled steel tubular (CFST) truss, an experimental study of...
1680
Authors: Chun Ping Tang, Liang Liang Zhang
Chapter 2: Bridge Engineering
Abstract:Non-linear numerical simulation is done on A-type super high pier by using finite element analysis software ANSYS, obtaining the node stress...
1329