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

• TRT Terms: Beams; Concrete; Cracking; Fracture mechanics; Mathematical models; Reinforced concrete; Shrinkage; Stresses; Structural analysis; Theory
• Uncontrolled Terms: Reinforced concrete beams; Use
• Old TRIS Terms: Shrinkage cracks
• ITRD Terms: 3472: Beam; 4755: Concrete; 5211: Cracking; 6473: Mathematical model; 4794: Reinforced concrete; 4743: Shrinkage; 5575: Stress (in material); 5573: Stress analysis; 9078: Theory; 9084: Use
• Subject Areas: Highways; Materials; Planning and Forecasting; I32: Concrete; I72: Traffic and Transport Planning;

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