THE ULTIMATE STRENGTH OF CONTINUOUS COMPOSITE T-BEAMS
THE ULTIMATE STRENGTH OF T-BEAMS FORMED FROM A CONCRETE SLAB ACTING COMPOSITELY WITH A STEEL BEAM UNDER SAGGING OR HOGGING BENDING MOMENT IS CONSIDERED. TESTS CONDUCTED ON FOUR TWO-SPAN CONTINUOUS BEAMS WITH VARYING AMOUNTS OF LONGITUDINAL REINFORCEMENT IN THE SLAB ARE DESCRIBED. THE ULTIMATE MOMENTS AND LOADS CARRIED BY THE BEAMS SHOWED GOOD AGREEMENT WITH THEORY, EXCEPT FOR ONE BEAM IN WHICH LONGITUDINAL SPLITTING OF THE SLAB OCCURRED DUE TO INADEQUATE TRANSVERSE REINFORCEMENT. /AUTHOR/
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Supplemental Notes:
- Vol Ce 9, NO 2, PP 249-258, 17 FIG, 4 TAB, 7 REF, 1 APP
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Authors:
- Park, R
- Publication Date: 1967-10
Media Info
Subject/Index Terms
- TRT Terms: Beams; Bending moments; Composite materials; Continuous structures; Continuously reinforced concrete pavements; Distributions (Statistics); Load transfer; Longitudinal cracking; Longitudinal reinforcement; Reinforced concrete; Slabs; Steel; Strength of materials; T beams
- Uncontrolled Terms: Composite beams; Continuous beams; Transverse distribution
- Old TRIS Terms: Continuous reinforcement; Sagging
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00208478
- Record Type: Publication
- Files: TRIS
- Created Date: Jul 15 1994 12:00AM