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Article
Understanding the Confined Concrete Behavior on the Response of Hollow Bridge Columns
Reports and White Papers
  • Xiao Liang, Iowa State University
  • Ryan Beck, Iowa State University
  • Sri Sritharan, Iowa State University
Document Type
Report
Publication Date
1-1-2015
Report Number
CA14‐2264
Grant Number
Caltrans Project Contract: 65A0412
Granting or Sponsoring Agency
California Department of Transportation
Research Focus Area
Structural Engineering
Abstract

In seismic design practice, hollow concrete columns offer an efficient alternative especially for tall bridge columns. The confinement in critical regions of these columns is not well understood and the confinement models developed for solid concrete sections are used to characterize these columns. This report identifies several shortcomings in current practice associated with hollow column design. Using experimental and analytical means, it is shown that the confined concrete behavior in hollow concrete columns is different from that established for solid sections. Recommendations to improve analysis and design of hollow columns are presented with experimental verification. Modification to alter the confinement models developed for solid sections and a design example are also provided.

Language
en
File Format
application/pdf
Citation Information
Xiao Liang, Ryan Beck and Sri Sritharan. "Understanding the Confined Concrete Behavior on the Response of Hollow Bridge Columns" (2015)
Available at: http://works.bepress.com/sri_sritharan/15/