Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals (NEES-2010-0905)

By Mete Sozen, Jim Wight

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Abstract

Title: Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals (NEES-2014-0905)


Year Of Curation: 2014


Description: This project undertook the investigation of the mode of failure for reinforced concrete columns subjected to several reversals of loading to deflections larger than the yield deflection.  A total of 12 columns were tested in order to emphasize the need to consider the possible reduction in shear strength of reinforced concrete members loaded to deflections which correspond to strains in the concrete compression zone leading to splitting cracks. 


Award: http://www.nsf.gov/awardsearch/showAward?AWD_ID=0030760


PIs & CoPIs: Mete Sozen, James Wight


Dates: January 01, 1973 - August 01, 1973


Organizations: University of Illinois at Urbana-Champaign, IL, United States


Facilities: University of Illinois at Urbana-Champaign, IL, United States


Sponsor: NSF - 30760X


Keywords: shear strength decay,reinforced Concrete


Publications: "Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals" 
 

Cite this work

Researchers should cite this work as follows:

  • Mete Sozen; Jim Wight (2017), "Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals (NEES-2010-0905)," https://datacenterhub.org/resources/14572.

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