Tensile response of reinforced high strength concrete members

S. P. Shah*, C. Ouyang

*Corresponding author for this work

Research output: Contribution to conferencePaperpeer-review

Abstract

Effects of various parameters such as reinforcement ratio and distribution of steel bars were experimentally examined for high strength concrete tensile members. A fracture energy approach is proposed to predict the response of the members. It was found that high strength concrete members require greater minimum reinforcement ratio than normal strength concrete members.

Original languageEnglish (US)
Pages431-442
Number of pages12
StatePublished - Jan 1 1996
EventProceedings of the 1996 CCMS of the ASCE Symposium in Conjunction with Structures Congress XIV - Chicago, IL, USA
Duration: Apr 15 1996Apr 18 1996

Other

OtherProceedings of the 1996 CCMS of the ASCE Symposium in Conjunction with Structures Congress XIV
CityChicago, IL, USA
Period4/15/964/18/96

ASJC Scopus subject areas

  • Building and Construction
  • Architecture

Fingerprint Dive into the research topics of 'Tensile response of reinforced high strength concrete members'. Together they form a unique fingerprint.

Cite this