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     : Withdrawn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
  • Technical Committee
     : ISO/TC 17/SC 16 Steels for the reinforcement and prestressing of concrete
  • ICS
     :
    77.140.15 Steels for reinforcement of concrete
    91.080.40 Concrete structures

Life cycle

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