BOND BETWEEN STEEL AND CONCRETE

PULLOUT TESTS HAVE IN THE PAST BEEN USED TO EVALUATE THE BOND BETWEEN STEEL AND CONCRETE. A THEORETICAL ANLYSIS OF THE PULLOUT TEST IS PRESENTED, WHICH IS BASED ON THE THEORY OF ELASTICITY. BOND STRESSES ARE FOUND TO DEPEND ON THE MODULI OF ELASTICITY ANDATHE POISSON'S RATIOS OF BOTH STEEL AND CONCRETE. IT IS N THAT THE POISSON'S RATIO IS NOT OF PRIME IMPORTANCE AND A QUALITATIVE STRESS DISTRIBUTION IS OBTAINED H DEPENDS ONLY ON THE YOUNG'S MODULUS OF THE CONCRETE. /TRRL/

• Corporate Authors:

  International Association for Bridge and Structural Engineering

  ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
  Zurich 8093,   Switzerland  CH-8093
• Authors:
  • Rieve, J J
• Publication Date: 1970

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 163-72
• Serial:
  • Publication of: Cemento /Italy/
  • Issue Number: 30
  • Publisher: Cemento /Italy

Subject/Index Terms

• TRT Terms: Bonding; Concrete; Deformation curve; Modulus of elasticity; Poisson ratio; Pull out test; Steel
• Old TRIS Terms: Poissons ratio
• Subject Areas: Highways; Materials;

Filing Info

• Accession Number: 00214360
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: Apr 8 1973 12:00AM