BIAXIAL STRENGTH AND DEFORMATIONAL BEHAVIOR OF PLAIN AND STEEL FIBER CONCRETE
Plain and steel fiber reinforced concrete cubes were tested under uniaxial and biaxial stresses. The experimental results showed that uniaxial compressive strength of steel fiber reinforced concrete increased, decreased or did not change in comparison to plain concrete. The highest increase in uniaxial strength was about 22 % in the case of 1.18 in. fiber length at 1.5 % concentration. For biaxial compression, steel fiber concrete showed higher compressive strength than plain concrete for all cases. The increase was 78 % in the case of 1.18 in. fiber length at 1.5 % fiber volume concentration at a stress ratio equal to one. The addition of steel fibers to plain concrete changed the failure mode from the usual tensile splitting type failure to shear type failure.
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Corporate Authors:
P.O. Box 19150, Redford Station, 22400 Seven Mile Road
Detroit, MI United States 48219 -
Authors:
- Traina, L A
- Mansour, S A
- Publication Date: 1991-8
Media Info
- Features: Figures; References;
- Pagination: p. 354-362
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Serial:
- ACI Materials Journal
- Volume: 88
- Issue Number: 4
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-325X
- Serial URL: https://www.concrete.org/publications/acimaterialsjournal.aspx
Subject/Index Terms
- TRT Terms: Compressive strength; Deformation; Failure; Fiber reinforced concrete; Steel; Stress ratio; Structural analysis; Structural mechanics
- Uncontrolled Terms: Structural behavior
- Old TRIS Terms: Biaxial strength
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 00615123
- Record Type: Publication
- Files: TRIS
- Created Date: Sep 30 1992 12:00AM