THE FATIGUE STRENGTH OF HIGH-STRENGTH BOLT CONNECTIONS UNDER FLUCTUATING TENSILE STRESS /IN FRENCH/

RESULTS ARE GIVEN OF TENSILE FATIGUE TESTS ON STEEL SAMPLES OF T1 AND T1A QUALITY COMPRISING SHEETS WHICH VARY IN THICKNESS AND ARE CONNECTED WITH HIGH-STRENGTH BOLTS. THE DIFFERENCES BETWEEN THE FATIGUE CURVES OF CONNECTIONS AND THOSE OF THE TWO BASIC TYPES OF STEEL, AND THE REDUCTION IN THE LIMIT OF FATIGUE DUE TO THE ECCENTRICITY OF THE SHEETS ARE INVESTIGATED. /LCPC(A)/RRL/

• Supplemental Notes:
  • No. 2, pp 38-44, 7 FIG, 7 TAB, 7 REF
• Corporate Authors:

  Construction Metallique /France

  ,    
• Authors:
  • Bo, G M
  • Leporati, E
• Publication Date: 1970-1

Subject/Index Terms

• TRT Terms: Bolts; Fatigue tests; Tension
• Uncontrolled Terms: Tensile stress
• Old TRIS Terms: High strength bolts
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208720
• Record Type: Publication
• Source Agency: Road Research Laboratory /UK
• Files: TRIS
• Created Date: Feb 24 1972 12:00AM