THE STRAIN COMPENSATED MODULAR RATIO METHOD AND ITS APPLICATION

A method is presented for calculating the design state of stress in the working range of an arbitrary cross section of a cracked reinforced concrete beam, using the value of the modular ratio as the only unknown coefficient. The method is applied to shrinkage in reinforced concrete. /TRRL/

  • Corporate Authors:

    Cement och Betonginstitut

    Drottning Kristinas Vaeg 26
    Stockholm 70,   Sweden 
  • Authors:
    • Oedman, STA
  • Publication Date: 1973

Media Info

  • Features: Figures; Tables;
  • Pagination: 6 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00098120
  • Record Type: Publication
  • Source Agency: Swedish National Road and Traffic Research Institute
  • Report/Paper Numbers: No. 70 RfoundD Rept.
  • Files: ITRD, TRIS
  • Created Date: Oct 18 1975 12:00AM