Behaviour of fibre reinforced concrete deep beams

This paper describes an experimental investigation to study the strength and behaviour of steel fibre reinforced concrete deep beams. In total 14 beams were tested. The effects of fibre content, percentage reinforcement and type of loading were studied. The ultimate load-carrying capacity, mode of f...

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Bibliographic Details
Published inCement & concrete composites Vol. 12; no. 3; pp. 211 - 218
Main Authors Sachan, A.K., Kameswara Rao, C.V.S.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 1990
Subjects
beams (supports)
composite structures
cracking
Deep beams
deflection
fibre reinforced concrete
shear strength
steel fibres
structural engineering
ultimate strength
Deep beams
fibre reinforced concrete
shear strength
deflection
structural engineering
beams (supports)
steel fibres
ultimate strength
composite structures
cracking
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Summary:This paper describes an experimental investigation to study the strength and behaviour of steel fibre reinforced concrete deep beams. In total 14 beams were tested. The effects of fibre content, percentage reinforcement and type of loading were studied. The ultimate load-carrying capacity, mode of failure and load-deflection behaviour are reported. A simple model is proposed to predict the load-carrying capacity of the beams.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0958-9465
1873-393X
DOI:10.1016/0958-9465(90)90022-P