ANALYSIS OF STRESSES IN A CRACKED REINFORCED CONCRETE BEAM

A METHOD CALLED THE STRAIN COMPENSATED MODULAR RATIO METHOD HAS BEEN APPLIED TO A CRACKED REINFORCED CONCRETE BEAM WHICH IS DEFORMED DUE TO AN ARBITRARY EXTERNAL ACTION. THE CREEP AND THE REDISTRIBUTION OF THE STRESS IN THE CONCRETE ARE CONSIDERED AS WELL AS THE RELATIVE DISPLACEMENT BETWEEN THE REINFORCING BARS AND THE CONCRETE. THE SOLUTION CONTAINS ONLY ONE UNKNOWN COEFFICIENT, THE VALUE OF N. /AUTHOR/

Media Info

  • Features: Figures; References;
  • Pagination: 50 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00209973
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Apr 27 1974 12:00AM