Paper Title:
Finite Element Analysis on Behavior of the Joint with Steel Tube Confined Concrete (STCC) Column to Reinforced Concrete Beam
  Abstract

The steel tube confined concrete (STCC) column exhibits excellent mechanical performance. A 3-D finite element model (FEM) using ABAQUS was established to simulate the performance of the composite joints with STCC column and RC beam. Accurate material model, rational element type, and solution method were discussed. Some STCC columns and composite joints with concrete-filled steel tubular (CFST) column and STCC column were modeled based on the model, respectively. The results from FEM are good agreement with the test results. The mechanism of the composite joint was investigated based on the FEM.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
527-530
DOI
10.4028/www.scientific.net/AMR.243-249.527
Citation
W. D. Wang, Z. F. Guo, Y. L. Shi, "Finite Element Analysis on Behavior of the Joint with Steel Tube Confined Concrete (STCC) Column to Reinforced Concrete Beam", Advanced Materials Research, Vols. 243-249, pp. 527-530, 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: Yue Ling Long, Jian Cai
Chapter 1: Civil Engineering
Abstract:A new method based on material properties instead of experimental data was proposed to assess the ductility of concrete-filled steel box...
78
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