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

Media Info

Subject/Index Terms

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