Paper Title:
Failure Analysis of Reinforced Concrete Bridge Column Using Cohesive and Adhesive Interfaces
  Abstract

This study examines the performance of adhesive and cohesive interfacial crack model in assessing the brittle shear behavior of reinforced concrete bridge columns. The quarter-scale reinforced concrete columns tested at the University of California at San Diego by Xiao et al. (1993) to explore the ductility of reinforced concrete columns under cyclic loading. The three columns R-1, R-3 and R-5 with different transverse reinforcement are considered for finite element failure analysis.

  Info
Periodical
Key Engineering Materials (Volumes 321-323)
Edited by
Seung-Seok Lee, Joon Hyun Lee, Ik Keun Park, Sung-Jin Song, Man Yong Choi
Pages
716-719
DOI
10.4028/www.scientific.net/KEM.321-323.716
Citation
I. K. Rhee, H. U. Lee, J. S. Lee, W. Kim, "Failure Analysis of Reinforced Concrete Bridge Column Using Cohesive and Adhesive Interfaces", Key Engineering Materials, Vols. 321-323, pp. 716-719, 2006
Online since
October 2006
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.