Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression

Authors

Xiaobin Lu, Thornton Tomasetti, Inc.
Cheng Tzu Thomas Hsu, Newark College of Engineering

Document Type

Article

Publication Date

9-1-2006

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. © 2006 Elsevier Ltd. All rights reserved.

Identifier

33748754201 (Scopus)

Publication Title

Cement and Concrete Research

External Full Text Location

https://doi.org/10.1016/j.cemconres.2006.05.021

ISSN

00088846

First Page

1679

Last Page

1685

Issue

9

Volume

36

Grant

MTS 815

Fund Ref

National Science Foundation

Recommended Citation

Lu, Xiaobin and Hsu, Cheng Tzu Thomas, "Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression" (2006). Faculty Publications. 18827.
https://digitalcommons.njit.edu/fac_pubs/18827