Abstract 

The test method is based on placing and centring a test piece so that the pulling wire can move freely (the pulling wire shall be supported in such a way that it will not bend; the rate of stress increase in the pulling wire shall not exceed 10 MPa/s) and recording the maximum force during the test and the location of the fracture.


General information

  • Status :  Withdrawn
    Publication date : 1992-12
  • Edition : 1
    Number of pages : 2
  • :
    ISO/TC 17/SC 16
    Steels for the reinforcement and prestressing of concrete
  • 77.140.15
    Steels for reinforcement of concrete
    91.080.40
    Concrete structures

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