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

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 reinfo...

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Bibliographic Details
Published inCement and concrete research Vol. 36; no. 9; pp. 1679 - 1685
Main Authors Lu, Xiaobin, Hsu, Cheng-Tzu Thomas
Format Journal Article
LanguageEnglish
Published New York, NY Elsevier Ltd 01.09.2006
Elsevier Science
Subjects
Applied sciences
Buildings. Public works
Compressive strength
Concrete
Concretes. Mortars. Grouts
Exact sciences and technology
Fiber reinforcement
Fibre reinforced concrete (including asbestos cement)
Materials
Mechanical properties
Other special applications (sand concrete, roller compacted concrete, heavy concrete, architectural concrete, etc.)
Triaxial compression
Mechanical properties
Triaxial compression
Compressive strength
Concrete
Fiber reinforcement
Property composition relationship
Stress strain relation
Construction materials
Experimental study
Modeling
Fiber reinforced concrete
Steel fiber
High strength concrete
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Summary: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.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0008-8846
1873-3948
DOI:10.1016/j.cemconres.2006.05.021