Load-deformation behavior of steel fiber reinforced concrete beams

Document Type

Article

Publication Date

11-1-1992

Abstract

Presents a computer algorithm that analyzes the complete moment-curvature and load-deflection behavior of steel fiber reinforced concrete (SFRC) beams. An empirical stress-strain law for fibrous concrete proposed by Ezeldin and Balaguru has been incorporated into the present computer program. A total of 11 SFRC simple beams with two-point loading were analyzed. It has been found that there is a good correlation between theoretical and experimental load-deformation behavior of steel fiber reinforced concrete beams.

Identifier

0026945591 (Scopus)

Publication Title

ACI Structural Journal

ISSN

08893241

First Page

650

Last Page

657

Issue

6

Volume

89

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