Skip to main navigation Skip to search Skip to main content

Experimental study on the effect of steel-tube replacement ratio on the eccentric compression bearing capacity of composite column

  • Xuhong Zhang*
  • , Quanquan Guo
  • *Corresponding author for this work
  • Taiyuan University of Technology

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The improvement effect of the external concrete to stability of the core steel-tube was demonstrated by the steel-tube replacement ratio through experimental study. The test results show that, with the steel-tube replacement ratio increasing, the ultimate bearing capacity of composite columns increased correspondingly, and the ductility of composite columns was improved obviously also. Therefore, the steel-tube replacement ratio should be involved in the formula for calculating the ultimate bearing capacity of composite columns. By finite element method and regression analysis, the slenderness ratio is amended by the steel-tube replacement ratio and the calculation results of the eccentric compression bearing capacity agreed well with the test results.

Original languageEnglish
Title of host publicationAdvanced Materials
Pages1421-1426
Number of pages6
DOIs
StatePublished - 2012
Event2nd International Conference on Advances in Materials and Manufacturing Processes, ICAMMP 2011 - Guilin, China
Duration: 16 Dec 201118 Dec 2011

Publication series

NameAdvanced Materials Research
Volume415-417
ISSN (Print)1022-6680

Conference

Conference2nd International Conference on Advances in Materials and Manufacturing Processes, ICAMMP 2011
Country/TerritoryChina
CityGuilin
Period16/12/1118/12/11

Keywords

  • Steel tube composite column
  • Steel-tube replacement ratio
  • Ultimate bearing capacity

Fingerprint

Dive into the research topics of 'Experimental study on the effect of steel-tube replacement ratio on the eccentric compression bearing capacity of composite column'. Together they form a unique fingerprint.

Cite this