DESIGN OF COMPOSITE BRIDGE BEAMS FOR LONGITUDINAL SHEAR

THE ORIGIN OF THE DESIGN METHODS FOR LONGITUDINAL SHEAR IN THE BRITISH CODE OF PRACTICE FOR COMPOSITE BEAMS FOR BRIDGES IS EXPLAINED. PROPOSALS ARE MADE FOR THE REVISION OF THESE METHODS IN ACCORDANCE WITH RECENT RESEARCH, AND FOR THEIR PRESENTATION IN TERMS OF LIMIT STATE DESIGN PHILOSOPHY. THE SCOPE OF THE PAPER IS LIMITED TO UNCASED STEEL GIRDERS WITH IN-SITU CONCRETE SLABS. /AUTHOR/

• Authors:
  • Johnson, R P
• Publication Date: 1971

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 387-99
• Serial:
  • Devel Bridge Design & Constr Proc /UK/

Subject/Index Terms

• TRT Terms: Beams; Bridge decks; Bridge design; Bridges; Composite materials; Concrete; Shear strength; Specifications; Structural design; Ultimate load design
• Uncontrolled Terms: Composite beams; Longitudinal movement; Steel beams
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00210179
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: May 21 1973 12:00AM