Paper Title:
The Compressive Behavior of Horizontally Casted Concrete Filled Steel Tubular Members with Consideration of the Process of Concrete Casting
  Abstract

Concrete casting effect and the hooping effect of concrete filled tubular members is considered in the study of this paper. Firstly, standard stress-strain relationship of concrete and steel is chosen to simulate others’ test, and meanwhile the calculation results by nonlinear finite element analysis are compared with the results of the test. Then the bearing capacity of horizontally casted concrete filled steel tubular members under axial compression is contrasted among different construction processes. Finally, the effect of slenderness ratio of concrete filled tubular members is studied so as to reveal the relationship between the bearing capacity and slenderness ratio.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
45-50
DOI
10.4028/www.scientific.net/AMR.243-249.45
Citation
W. B. Sun, Y. Q. Luo, W. Huang, "The Compressive Behavior of Horizontally Casted Concrete Filled Steel Tubular Members with Consideration of the Process of Concrete Casting", Advanced Materials Research, Vols. 243-249, pp. 45-50, 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: Kao Zhong Zhao, Feng Wang, Xiao Feng Bian
Chapter 1: Civil Engineering
Abstract:The concrete-filled glass fiber reinforced gypsum wall panel is a kind of panel that the inside cavums of the glass fiber hollow gypsum panel...
16
Authors: Li Ying Xu
Chapter 7: Computational Mechanics
Abstract:In order to meet the necessity of the code for seismic design of buildings: Principle for strong connections and feebleness member. The...
3269
Authors: Fei Yu Liao, Yong Jin Li
Chapter 1: Traditional Building Materials
Abstract:Gap between steel tube and concrete core could be recognized as a type of initial concrete imperfection in concrete-filled steel tubular...
35