CALCULATION OF LOCAL STRESSES IN BRIDGE DECKS

RASCHET MESTNYHH NAPRYAZHENIJ V KONSTRUKTSIYAH MOSTOV

This research report outlines a method for calculating localized effects caused by the anchorage of the prestressing cables in prestressed concrete bridge decks. The method is semi-analytical. Practical applications are given in tabulated form. Several cases are examined:- Anchorage of the cables at the extremity of the deck; - Anchorage in the floor or the webs of the beams. Results of experimental investigations are given. Some tests were carried out on plexiglass slab models with an anchorage system in their centre and on plaster girder bridge small-scale models and concrete large-scale models. Mention /TRRL/

• Supplemental Notes:
  • Proceedings of a conference held by the Central Scientific Research Institute of Communications, USSR
• Corporate Authors:

  Transport Publishing House

  Basmannyi Tupik 6A
  Moscow B-174,   USSR 
• Authors:
  • Vlitskii, B E
  • Balueva, O I
  • Polykov, D N
• Publication Date: 1974

Language

• Russian

Media Info

• Features: Figures; References; Tables;
• Pagination: 152 p.

Subject/Index Terms

• TRT Terms: Anchorages; Bridge decks; Cables; Mathematical models; Prestressed concrete; Pretensioning; Stresses; Tests
• Uncontrolled Terms: Models
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00148016
• Record Type: Publication
• Source Agency: Central Laboratory of Bridges & Highways, France
• Report/Paper Numbers: Report No. 82 Proceeding
• Files: ITRD, TRIS
• Created Date: Aug 31 1977 12:00AM