BEHAVIOR OF NORMAL AND HIGH-STRENGTH CONCRETE UNDER COMBINED COMPRESSION-SHEAR LOADING
Eighty solid cylindrical 3 x 9-in. specimens using normal and high-strength concrete were tested under uniaxial compression, shear shear-compression, and compression-shear loadings to determine strength and behavior of concrete under these loading paths. The effects of stress path on the behavior of concrete under combined compression shear were studied. For shear-compression loading, the effect of shear on the compressive stress-strain curves was to reduce the peak stress and to increase the strain corresponding to peak stress, as the magnitude of applied shear increased. A comparison is made of the results of high-strength concretes and those of normal strength concretes. Other conclusions derived from the study are discussed.
- Record URL:
-
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=1988&publication=Materials+Journal&volume=85&issue=6&title=BEHAVIOR+OF+NORMAL+AND+HIGH%2DSTRENGTH+CONCRETE+UNDER+COMBINED+COMPRESSI
-
Corporate Authors:
P.O. Box 19150, Redford Station, 22400 Seven Mile Road
Detroit, MI United States 48219 -
Authors:
- Khaloo, A R
- Ahmad, S H
- Publication Date: 1988-11
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 551-559
-
Serial:
- ACI Materials Journal
- Volume: 85
- Issue Number: 6
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-325X
- Serial URL: https://www.concrete.org/publications/acimaterialsjournal.aspx
Subject/Index Terms
- TRT Terms: Bolts; Compression; Deformation curve; Loads; Peak periods; Shear strength; Stresses
- Uncontrolled Terms: Loading
- Old TRIS Terms: High strength bolts; Peak stresses
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 00479002
- Record Type: Publication
- Report/Paper Numbers: Title No. 85-M55
- Files: TRIS
- Created Date: Jan 31 1989 12:00AM