SHEAR CONNECTIONS IN HAUNCHED COMPOSITE MEMBERS

THE RESULTS OF AN EXPERIMENTAL AND ANALYTICAL STUDY ON THE BEHAVIOR OF COMPOSITE MEMBERS WITH A CONCRETE HAUNCH ARE PRESENTED. EIGHT PUSHOUT TESTS USING TWO STUD SIZES WERE PERFORMED. THE THEORETICAL ANALYSIS CONSISTED OF TWO APPROACHES, ONE USING AN ELASTIC ANALYSIS, APPLICABLE BEFORE CONCRETE CRACKING, AND THE OTHER AN ULTIMATE STRENGTH ANALYSIS. COMPARISONS WITH RESULTS OF TESTS BY OTHERS WERE ALSO MADE. DESIGN EQUATIONS AND GUIDES ARE PRESENTED FOR A SINGLE LINE OF STUDS AS WELL AS FOR MORE THAN ONE LINE OF STUDS. /BPR/

• Record URL:
  • https://spexternal.modot.mo.gov/sites/cm/CORDT/MCHRP68-01.pdf
• 
• Supplemental Notes:
  • Hpr-1/6/, BPR-63-2
• Corporate Authors:

  University of Missouri, Columbia

  1205 University Avenue
  Columbia, MO  United States  65201

  Missouri State Highway Commission

  State Highway Building
  Jefferson City, MO  United States  65101
• Authors:
  • Das, S C
  • Baldwin, J W
• Publication Date: 1967-8

Subject/Index Terms

• TRT Terms: Composite construction; Concrete; Elastic analysis; Fasteners; Shear reinforcement; Size; Studs; Theory; Ultimate strength
• Uncontrolled Terms: Pushout tests; Shear connectors
• Old TRIS Terms: Elastic analysis (Structural); Haunched members
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00207850
• Record Type: Publication
• Source Agency: Bureau of Public Roads /US
• Files: TRIS, STATEDOT
• Created Date: Mar 18 1994 12:00AM