NON-LINEAR CREEP IN CONCRETE COLUMNS

A NON-LINEAR EQUATION OF STATE FROM THE STUDY OF CREEP FAILURE OF REINFORCED CONCRETE COLUMNS IS DESCRIBED. TYPICAL VARIATIONS IN CONCRETE AND STEEL STRESSES WITH TIME, UP TO THE INSTANT OF FAILURE, ARE SHOWN FOR A REINFORCED CONCRETE COLUMN UNDER SUSTAINED LOADING. /TRRL/

• 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:
  • WARNER, R F
• Publication Date: 1970-10

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 291-7
• Serial:
  • Publication of: Intl Assoc Bridge & Struct Eng /Switz/
  • Volume: 6
  • Publisher: Intl Assoc Bridge & Struct Eng /Switz

Subject/Index Terms

• TRT Terms: Bridge piers; Creep; Nonlinear systems; Reinforced concrete; Stresses
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208745
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: Jul 9 1972 12:00AM