REINFORCED STEEL FIBER CONCRETE CORBELS WITH VARIOUS SHEAR SPAN-TO-DEPTH RATIOS
Vertical loading tests were carried out on 150 x 150 x 200 mm (6 x 6 x 8 in) concrete corbels reinforced with main bars only or with main bars and steel fibers. The fibers were used as secondary (shear) reinforcement, and both the volume of main bars and shear span-to-depth ratio were varied. The tests indicated that corbels reinforced only with main bars failed suddenly and catastrophically, and the mode of failure was generally diagonal spliltting or constrained shear. However, corbels reinforced with main bars and steel fibers failed in a more gradual and ductile manner, and the mode of failure was generally inclined shear or flexure. Corbels reinforced with a low volume of main bars and tested at a relatively large shear span-to-depth ratio exhibited an almost elastic-plastic behavior.
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Corporate Authors:
P.O. Box 19150, Redford Station, 22400 Seven Mile Road
Detroit, MI United States 48219 -
Authors:
- Fattuhi, N I
- HUGHES, B P
- Publication Date: 1989-11
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 590-596
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Serial:
- ACI Materials Journal
- Volume: 86
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-325X
- Serial URL: https://www.concrete.org/publications/acimaterialsjournal.aspx
Subject/Index Terms
- TRT Terms: Brackets; Failure; Fiber reinforced concrete; Load tests; Material reinforcement; Mechanical failure; Ratios; Reinforced concrete; Shear properties; Socioeconomic areas
- Uncontrolled Terms: Corbels
- Old TRIS Terms: Shear failure, local; Span-to-depth ratio
- Subject Areas: Geotechnology; Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 00491075
- Record Type: Publication
- Report/Paper Numbers: Title no. 86-M57
- Files: TRIS
- Created Date: Feb 28 1990 12:00AM