DESIGN OF CONCRETE BRIDGES WITH REGARD TO TEMPERATURE LOAD

PROJEKTIRANJE BETONSKIH MOSTOVA S OBZIROM NA TEMPERATURNO OPTERECENJE

Investigations of engineering structures prove that temperature variations are the main causes of damage to concrete structures. The article presents analytical methods for the calculation of strains and stresses for the given nonlinear temperature gradient. It discusses temperature gradient according to some national regulations (Federal Republic of Germany, Great Britain, New Zealand and USA). Comparative calculation of different gradients has been performed on a real bridge.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/04116380
• Corporate Authors:

  Druste za Ceste Hrvatske

  U1 Janka Rukuse 1
  Zagreb, Croatia,   Yugoslavia 
• Authors:
  • Markelj, V
  • Acanski, V
• Publication Date: 1988

Language

• Undetermined

Media Info

• Pagination: p. 451-455
• Serial:
  • CESTE I MOSTOVI
  • Volume: 34
  • Issue Number: 10
  • Publisher: HRVATSKO DRUSTVO ZA CESTE
  • ISSN: 0411-6380

Subject/Index Terms

• TRT Terms: Bridges; Calculation; Concrete; Deformation; Highway grades; Loads; Loss and damage; Slopes; Stresses; Temperature; Tests
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00498166
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Report/Paper Numbers: 11/12
• Files: ITRD, TRIS
• Created Date: Sep 30 1990 12:00AM