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.
Status: WithdrawnPublication date: 1992-12
Edition: 1Number of pages: 2
Technical Committee: ISO/TC 17/SC 16 Steels for the reinforcement and prestressing of concrete
ISO 10287:1992Stage: 95.99
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