DYNAMIC TESTS OF CONCRETE REINFORCING STEELS

DYNAMIC TESTS WERE CONDUCTED ON FOUR GRADES OF CONCRETE REINFORCING STEEL: A15 INTERMEDIATE GRADE, A15 HARD GRADE, A432 (60,000-PSI MINIMUM YIELD STRENGTH), AND A431 (75,000- PSI MINIMUM YIELD STRENGTH). THE EFFECTS OF STRAIN RATE (UP TO 1.7 IN./IN./SEC) AND MACHINE TESTING SPEED (UP TO 30 IN./ SEC) ON THE UPPER YIELD STRESS AND TENSILE STRENGTH OF EACH STEEL WERE OBTAINED. RESULTS ARE COMPARED WITH OTHER DYNAMIC TESTS CONDUCTED ON CONCRETE REINFORCING STEELS. THE MECHANICAL PROPERTIES OF ALL FOUR GRADES OF REINFORCING STEEL EITHER REMAINED UNCHANGED OR EXHIBITED AN INCREASE IN VALUE AS THE RATE OF TESTING INCREASED. AT THE MAXIMUM STRAIN RATE, THE PERCENTAGE INCREASE IN UPPER YIELD STRESS WAS 53, 42, AND 18 AND THE PERCENTAGE INCREASE IN LOWER YIELD STRESS WAS 29, 27, AND 11 FOR THE A15 INTERMEDIATE, A15 HARD, AND A432 GRADES OF STEEL RESPECTIVELY. THE INCREASE IN YIELD STRESS WAS 9 PER CENT AT THE MAXIMUM STRAIN RATE FOR THE A431 STEEL. THE HARD-GRADE STEEL SHOWED THE GREATEST INCREASE IN TENSILE STRENGTH (12,000 TO 13,000 PSI). THE REMAINING STEELS HAD APPROXIMATELY THE SAME INCREASE IN TENSILE STRENGTH (ABOUT 9,000 PSI). SMALL INCREASES IN DUCTILITY WERE OBSERVED FOR THE A432 AND A431 STEELS. DESIGN RECOMMENDATIONS ARE GIVEN FOR YIELD STRESS VALUES IN TERMS OF STRAIN RATE FOR THE GRADES OF REINFORCING STEELS TESTED. /AUTHOR/

• Supplemental Notes:
  • Tech Rept R-394, 42 PP
• Corporate Authors:

  Naval Civil Eng Lab, Port Hueneme /US

  ,    
• Authors:
  • Cowell, W L
• Publication Date: 1965-9

Subject/Index Terms

• TRT Terms: Alternatives analysis; Ductility; Dynamic tests; Material reinforcement; Mechanical properties; Reinforced concrete; Reinforcing steel; Strain (Mechanics); Tensile strength; Yield strength
• Uncontrolled Terms: Strain rate
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208382
• Record Type: Publication
• Files: TRIS
• Created Date: Jan 8 1994 12:00AM