International Concrete Abstracts Portal

  


Title: Experimental Studies on Confinement Effect of Steel Hoops in Concrete Columns

Author(s): Wei-Jian Yi, Peng Li, and Sashi K. Kunnath

Publication: Structural Journal

Volume: 109

Issue: 1

Appears on pages(s): 3-10

Keywords: axial load; column(s); confinement; ductility; transverse reinforcement

DOI: 10.14359/51683488

Date: 1/1/2012

Abstract:
Four reinforced concrete (RC) frame column specimens without an effective concrete cover were tested under constant axial compressive and cyclic lateral loading. The seismic behavior of the specimens under different loading paths and axial load levels are examined with the objective of understanding the effect of confining action on the column response. The hoop strains of lateral reinforcement at different column heights under cyclic loading were attained by means of eight strain gauges attached along the hoops. Additionally, the characteristics of strain distribution in the transverse reinforcement were investigated. Results of the testing in conjunction with the cyclic stress-strain relationship of steel and the confining stress and its distribution around the cross section were evaluated. Finally, the effect of the confining force of transverse reinforcement on the ductility demand of columns under cyclic loading is highlighted.


ALSO AVAILABLE IN:

Electronic Structural Journal



  


ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Edit Module Settings to define Page Content Reviewer