CONFINEMENT OF REINFORCED CONCRETE COLUMNS WITH WELDED WIRE FABRIC
The behavior of reinforced concrete columns confined with welded-wire fabric was investigated. Thirty-four small-scale column specimens with different reinforcement arrangements, inlcuding four corner bars as longitudinal reinforcement and various combinations of welded-wire fabric and tie steel as lateral reinforcement, were tested under conentric loading. The results indicate that welded-wire fabric can be effective in confining the core concrete, resulting in significant improvements in strength and ductility of columns. This improvement, which is achieved with a relatively small percentage of steel, is equivalent to that achieved with closely spaced tie and longidutinal reinforcement with a considerable larger steel percentage. Although some practical problems remain, welded-wire fabric can potentially be used in earthquake-resistant structures as confinement reinforcement.
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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:
- Razvi, S R
- SAATCIOGLU, M
- Publication Date: 1989-9
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 615-623
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Serial:
- ACI Structural Journal
- Volume: 86
- Issue Number: 5
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-3241
- Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP
Subject/Index Terms
- TRT Terms: Bars (Building materials); Columns; Ductility; Earthquake resistant design; Earthquake resistant structures; Reinforced concrete; Reinforcement (Engineering); Strength of materials; Structural analysis; Structural mechanics; Welded wire fabrics
- Uncontrolled Terms: Confinement; Structural behavior
- Subject Areas: Bridges and other structures; Highways; I20: Design and Planning of Transport Infrastructure;
Filing Info
- Accession Number: 00488874
- Record Type: Publication
- Report/Paper Numbers: Title no. 86-S60
- Files: TRIS
- Created Date: Oct 31 1989 12:00AM