STRENGTH AND DEFORMATION CHARACTERISTICS OF REINFORCED CONCRETE WALLS UNDER LOAD REVERSALS
The effects of loding history and repair methods on the structural characteristics of reinforced concrete walls was investigated. Large scale slender wall models were tested to failure, then unloaded, repaired, and retested to destruction under various regimes of cyclic horizontal loading. It was found that, while repairing only the damaged regions of the compressive zone was sufficient to fully restore wall strength, the additional use of epoxy resins to heal major flexural and inclined web cracks led only to a marginal improvement of the structural characteristics, the latter being distinctly inferior to those of the original walls. Such results are in compliance with the concept of the compressive force path and demonstrate that, in contrast to widely held views, the compressive zone is the main contributor to shear resistance.
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Availability:
- Find a library where document is available. Order URL: http://www.aci-int.org/PUBS/JOURNALS/AbstractDetails.asp?srchtype=phrase&date=anytime&searchmonth=11&searchday=0&searchyear=1990&publication=Structural+Journal&volume=87&issue=6&title=TESTS+OF+REINFORCED+CONCRETE+PLATES+UNDER+COMBINED+IN%2DPLANE+AND+TRANS
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Corporate Authors:
P.O. Box 19150, Redford Station, 22400 Seven Mile Road
Detroit, MI United States 48219 -
Authors:
- Lefas, I D
- KOTSOVOS, M D
- Publication Date: 1990-11
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 716-726
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Serial:
- ACI Structural Journal
- Volume: 87
- Issue Number: 6
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-3241
- Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP
Subject/Index Terms
- TRT Terms: Deformation; Loads; Reinforced concrete; Repairing; Scale models; Strength of materials; Walls
- Uncontrolled Terms: Loading; Repairs
- Subject Areas: Bridges and other structures; Highways; I20: Design and Planning of Transport Infrastructure;
Filing Info
- Accession Number: 00602925
- Record Type: Publication
- Files: TRIS
- Created Date: Dec 31 1990 12:00AM