YIELD LINE ANALYSIS OF REINFORCED CONCRETE SKEW SLABS UNDER HIGHWAY BRIDGE LOADINGS

The application of yield line theory to the ultimate load design of reinforced concrete skew slabs is considered in some detail. With a view to application in highway bridge design, the ha and hb load systems are considered. Bridge slabs with parallel and non-parallel abutments are investigated and the theoretical development is accompanied by the results of a series of experiments on model concrete slabs. /Author/TRRL/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/14665123
• Corporate Authors:

  Institution of Structural Engineers

  11 Upper Belgrave Street
  London,   United Kingdom  SW1X 8BH
• Authors:
  • Gangopadhuay, K K
  • Jenkins, W M
• Publication Date: 1974-12

Language

• English

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: p. 459-466
• Serial:
  • Structural Engineer
  • Volume: 52
  • Issue Number: 12
  • Publisher: Institution of Structural Engineers
  • ISSN: 1466-5123

Subject/Index Terms

• TRT Terms: Breaking loads; Bridge abutments; Bridge decks; Design; Failure; Highway bridges; Loads; Reinforced concrete; Skew bridges; Slabs; Yield line method
• Uncontrolled Terms: Loading
• ITRD Terms: 3482: Bridge deck; 9011: Design (overall design); 5520: Failure; 5567: Load; 4794: Reinforced concrete; 3448: Skew bridge; 3491: Slab
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00098103
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Oct 18 1975 12:00AM