Paper Title:
A Strength Model for Square CFT Stub Columns with Compact Sections
  Abstract

This paper presents an investigation of ultimate strength of square CFT stub columns with compact sections. The beneficial composite action between the steel tube and the filled concrete is taken into account and a new analytical model for predicting the axial capacity of square CFT stub columns with compact sections is proposed. Experimental results of 89 axially loaded square CFT stub columns published in the literature are then used to verify the proposed strength model. Results show that the proposed strength model provides a direct, compact, and efficient representation of the ultimate strength of square CFT stub columns made with not only normal strength but also with high strength steel tubes and concrete.

  Info
Periodical
Chapter
Chapter 1: Structural Engineering
Edited by
Xuejun Zhou
Pages
425-430
DOI
10.4028/www.scientific.net/AMM.94-96.425
Citation
Z. H. Lu, Y. G. Zhao, Z. W. Yu, "A Strength Model for Square CFT Stub Columns with Compact Sections", Applied Mechanics and Materials, Vols. 94-96, pp. 425-430, 2011
Online since
September 2011
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Price
$32.00
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