INVESTIGATION OF BRIDGE DECKS WITH CONCRETE ENCASED GIRDERS

This report concerns a model deck composed of three joists in concrete and identical to that described in RP 1. However, these tests included two million cycles of loading prior to static failure loading. Strains increased during the first part of repetitive loading but ultimate strength was not impaired.

• Supplemental Notes:
  • Restrictions on the use of this document are contained in the explanatory material.
• Corporate Authors:

  International Union of Railways

  Office of Research and Experiments
  Utrecht,   Netherlands 
• Publication Date: 1975-10

Media Info

• Features: Figures; Tables;
• Pagination: 32 p.

Subject/Index Terms

• TRT Terms: Axle load force; Bridge design; Bridges; Concrete bridges; Dynamic tests; Girder bridges; Structural design
• Uncontrolled Terms: Dynamic analysis
• Old TRIS Terms: Axle loadings; Question d123
• Subject Areas: Bridges and other structures; Railroads;

Filing Info

• Accession Number: 00053160
• Record Type: Publication
• Source Agency: International Union of Railways
• Report/Paper Numbers: D123/RP 6/E
• Files: TRIS
• Created Date: Jun 5 1976 12:00AM