RELATIONSHIP OF THE PUNCHING SHEAR CAPACITY OF REINFORCED CONCRETE SLABS WITH CONCRETE STRENGTH
This paper reviews recent research and code provisions on punching shear capacity and its relation to concrete strength. It presents the results of an experimental investigation relating punching shear to concrete strength and steel ratio. The paper concludes that shear capacity is proportional to the cube root of concrete strength and steel ratio and that the ACI-CSA code provisions should be reviewed.
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Availability:
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Corporate Authors:
P.O. Box 19150, Redford Station, 22400 Seven Mile Road
Detroit, MI United States 48219 -
Authors:
- Gardner, N J
- Publication Date: 1990-1
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 66-71
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Serial:
- ACI Structural Journal
- Volume: 87
- Issue Number: 1
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-3241
- Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP
Subject/Index Terms
- TRT Terms: Building codes; Concrete; Puncture resistance; Reinforced concrete; Reinforcement (Engineering); Shear strength; Shear stress; Slabs; Strength of materials
- Uncontrolled Terms: Concrete strength; Punching shear
- Subject Areas: Bridges and other structures; Highways; Law; Materials; I32: Concrete;
Filing Info
- Accession Number: 00492151
- Record Type: Publication
- Report/Paper Numbers: Title no. 87-S8
- Files: TRIS
- Created Date: Mar 31 1990 12:00AM