DERIVATION OF A MODEL OF ADHESION BETWEEN REINFORCEMENT AND CONCRETE WHICH TAKES INTO ACCOUNT CONTACT CRACKS

K POSTROENIYU MODELI STSEPLENIYA ARMATURY S BETONOM UCHITYVAYUSHCHEE KONTAKTNGE TRESHCHINY

A theory is outlined which facilitates the evaluation of the influence of inclined and radial contact cracks and their direction on the adhesion between concrete and reinforcement. It also enables prediction of their appearance and development. /TRRL/

• Corporate Authors:

  Mezhdunarodanya Kniga

  Smolenskaja Ploscad 32/34
  Moscow G-200,   USSR 
• Authors:
  • Karpenko, N I
• Publication Date: 1973-1

Language

• Russian

Media Info

• Features: Figures; References;
• Pagination: p. 19-23
• Serial:
  • Beton I Zhelezobeton
  • Volume: 214
  • Issue Number: 1

Subject/Index Terms

• TRT Terms: Adhesion; Cracking; Material reinforcement; Mathematical models; Reinforced concrete
• ITRD Terms: 5942: Adhesion; 4755: Concrete; 5211: Cracking; 6205: Model (not math); 3471: Reinforcement (in mater); 6251: Sample (mater); 4542: Steel; 5575: Stress (in material); 9078: Theory
• Subject Areas: Highways; Materials; Planning and Forecasting; I32: Concrete; I72: Traffic and Transport Planning;

Filing Info

• Accession Number: 00125262
• Record Type: Publication
• Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
• Files: ITRD, TRIS
• Created Date: Dec 3 1975 12:00AM