TORSION, SHEAR, AND BENDING ON STIRRUPED L-BEAMS

TEST RESULTS ON REINFORCED CONCRETE L-BEAMS WITH CLOSED STIRRUPS UNDER COMBINED TORSION, SHEAR, AND FLEXURE ARE REPORTED. EMPHASIS IS PLACED ON BEAMS HAVING LESS LONGITUDINAL STEEL THAN REUIRED TO DEVELOP THE FULL POTENTIAL SHEAR STRENGTH OF THE BEAMS, THAT IS, BEAMS WHICH IN THE ABSENCE OF TORSION WOULD FALL IN FLEXURE. BASED ON TEST DATA AN INTERACTION SURFACE IS DEFINED FOR L-BEAMS WITH SYMMETRICAL TOP AND BOTTOM STEEL WHICH CHECKS TEST RESULTS CLOSELY. STIFFNESS IN TORSION BEFORE AND AFTER DIAGONAL CRACKING IS EXAMINED. THE LARGE DROP IN STIFFNESS AFTER INITIAL DIAGONAL CRACKING UNDER COMBINED LOADINGS IS EXAMINED. MEASUREMENTS OF STRAIN SHOW ADDITIONAL STRESSES IN LONGITUDINAL BARS RESULTING FROM TORSION, BUT STRESSES OF SIGNIFICANCE ONLY AFTER DIAGONAL CRACKING. THE TOTAL DEMAND FOR LONGITUDINAL STEEL IS PERHAPS NOT AS GREAT AS THE SUM OF THAT REUIRED FOR MOMENT AND TORSION CALCULATED SEPARATELY. /ASCE/

• Supplemental Notes:
  • Vol 96, No ST 7, PROC PAPER 7419, PP 1271-1286, 11 FIG
• Authors:
  • Behera, U
  • Ferguson, P M
• Publication Date: 1970-7

Media Info

• Serial:
  • Journal of the Structural Division
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Beams; Bending; Concrete; Flexure; Longitudinal reinforcement; Reinforced concrete; Shear strength; Shear stress; Stiffness; Stirrups; Strain measurement; Tension; Torsion
• Uncontrolled Terms: Concrete beams
• Old TRIS Terms: Diagonal tension; L-beams
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209252
• Record Type: Publication
• Files: TRIS
• Created Date: Aug 26 1970 12:00AM