Non-linear strain Sample Clauses

Non-linear strain. Acceptance criteria When a non linear analysis is performed it is acknowledged that the threshold strain for initiating creep in the material is to be assessed both from globally and locally acting strains. Based on the data available from HISC testing, see /1/ and /2/, and the experience gained with sub-sea use of duplex materials for more than 20 years, the limit for global principal strain is 0,4 % for duplex stainless steels. Provided the global principal strain is kept below 0,4 %, the local peak strain (total strain) due to SCNFs and residual strains, is allowed to be increased to 0,7 % for duplex stainless steels. It is recognised that such local strain concentrations will be confined by material, which is strained below the global creep threshold strain. As a consequence there will be negligible increase in strain at these locations due to local creep, and thus the dominant effect would be stress relaxation.
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