COMPOSITE STEEL-DECK-REINFORCED CONCRETE SYSTEMS FAILING IN SHEAR-BOND
SHEAR-BOND MAY BE CLASSED AS A BRITTLE TYPE OF FAILURE AND IS CHARACTERIZED BY THE FORMATION OF AN APPROXIMATE DIAGONAL CRACK, RESULTING IN END-SLIP AND LOSS OF BOND BETWEEN THE STEEL DECK AND CONCRETE. THE ULTIMATE SHEAR-BOND CAPACITY OF STEEL-DECK-REINFORCED SYSTEMS IS A FUNCTION OF THE COMPRESSIVE STRENGTH OF CONCRETE, THE DEPTH AND WIDTH OF SLAB, THE THICKNESS OF STEEL DECK, THE SHEAR SPAN AND 2 CONSTANTS TO BE EVALUATED FROM EXPERIMENTAL TEST DATA. A PLUS OR MINUS 18% CORRELATION BETWEEN EXPERIMENTAL AND CALCULATED SHEAR-BOND STRESSES EXISTED. /AUTHOR/
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Corporate Authors:
International Association for Bridge and Structural Engineering
ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
Zurich 8093, Switzerland CH-8093 -
Authors:
- Schuster, R M
- Publication Date: 1972-5
Media Info
- Pagination: p. 185-91
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Serial:
- Publication of: Intl Assoc Bridge & Struct Eng /Switz/
- Publisher: International Association for Bridge and Structural Engineering
Subject/Index Terms
- TRT Terms: Bridge decks; Composite materials; Failure; Reinforced concrete; Steel; Stresses
- Old TRIS Terms: Shear failures
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00209731
- Record Type: Publication
- Files: TRIS
- Created Date: Aug 7 1972 12:00AM