Article ID Journal Published Year Pages File Type
1458082 Cement and Concrete Research 2006 7 Pages PDF
Abstract

Based on an extensive experimental program, this paper studies the behavior of high strength concrete and steel fiber reinforced high strength concrete under uniaxial and triaxial compression. Triaxial stress–strain relations and failure criteria are used to evaluate the effect of steel fiber reinforcement on the mechanical properties of high strength concrete in triaxial compression, which is found to be insignificant.

Related Topics
Physical Sciences and Engineering Engineering Industrial and Manufacturing Engineering
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