TECHNICAL PAPERS
Jan 1, 1986

Torsion in Beams Reinforced with Bars and Fibers

Publication: Journal of Structural Engineering
Volume 112, Issue 1

Abstract

An experimental investigation carried out to assess the effect of incorporating steel fibers on the torsional behavior of conventionally reinforced beams is reported. The study involved testing 24 beams, with partial or full replacement of longitudinal steel reinforcement and/or stirrups by an equivalent volume fraction of steel fibers. The tests revealed that the loads on first cracking observed on fiber‐reinforced beams were substantially higher than those obtained in similar beams with conventional reinforcement. Increases of up to 60% in the torsional capacity of beams were observed, when the stirrups were partially or fully replaced by an equivalent volume fraction of fibers.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 1January 1986
Pages: 53 - 66

History

Published online: Jan 1, 1986
Published in print: Jan 1986

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Authors

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Rangachari Narayanan
Reader in Civ. and Struct. Engrg., Univ. College, Cardiff, Wales, UK
Aram Sana Kareem‐Palanjian
Lect., Civ. Engrg. Dept, Univ. of Salahaddin, Arbil, Iraq

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