PULLOUT BOND STRESS DISTRIBUTION UNDER STATIC AND DYNAMIC REPEATED LOADINGS

ECCENTRIC PULLOUT SPECIMENS WERE SUBJECTED TO REPEATED STATIC AND DYNAMIC LOADINGS TO DETERMINE THE EFFECT OF THE REPEATED LOADINGS ON THE DISTRIBUTION OF BOND STRESS ALONG A NO. 6 REINFORCING BAR. THE VARIABLES WERE CONCRETE STRENGTH, NUMBER OF REPETITIONS OF LOAD, AND LEVEL OF REPEATED LOADS. THE MEASURING TECHNIQUE AND THE EFFECTS OF THE ABOVE VARIABLES ARE DISCUSSED. /AUTHOR/

• Supplemental Notes:
  • Vol 66, No 5, PP 377-380, 3 FIG, 1 TAB, 5 REF
• Authors:
  • Perry, E S
  • Jundi, N
• Publication Date: 1969-5

Media Info

• Serial:
  • Am Concrete Inst Journal & Proceedings

Subject/Index Terms

• TRT Terms: Accelerated tests; Bonds; Compressive strength; Deformation curve; Dynamic loads; Reinforced concrete; Reinforcing steel; Repeated loads; Static loads
• Old TRIS Terms: Pullout specimens; Static loading
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209026
• Record Type: Publication
• Files: TRIS
• Created Date: Aug 25 1994 12:00AM