DIFFERENTIAL STRESSES AND DEFORMATIONS IN A CANTILEVER BRIDGE /IN FRENCH/

A STUDY WAS MADE OF THE TIME-VARYING DISTRIBUTIONS OF STRESS AND STRAIN IN STRUCTURES BUILT FROM SUCCESSIVELY ASSEMBLED PRESTRESSED ELEMENTS. AN ANALYSIS WAS CARRIED OUT USING A COMPUTER PROGRAM BASED ON THE FORCE METHOD. SOME OF THE RESULTS, OBTAINED FROM A WORKED FOR A CANTILEVER BRIDGE, ARE PRESENTED IN DIAGRAMMATIC FORM. /TRRL(A)/

• Corporate Authors:

  Intl Assoc Bridge & Struct Eng /Switz

  /Design of Concrete Structures Symp
  ,   United States 

  Intl Assoc Bridge & Struct Eng /Switz

  /Design of Concrete Structures Symp
  ,   United States 
• Authors:
  • Croci, G
• Publication Date: 1970-10

Language

• English

Media Info

• Features: Figures;
• Pagination: p. 431-40
• Serial:
  • Publication of: Intl Assoc Bridge & Struct Eng /Switz/
  • Volume: 6
  • Publisher: Intl Assoc Bridge & Struct Eng /Switz

Subject/Index Terms

• TRT Terms: Computer programs; Computers; Deformation; Deformation curve; Prestressed concrete; Time
• Old TRIS Terms: Time effects
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208751
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: Jun 28 1972 12:00AM