Elements of choice
Numerical data on creep-resistant steels. Part IV
Article REF: M4581 V1
Elements of choice
Numerical data on creep-resistant steels. Part IV

Author : Guy MURRY

Publication date: December 10, 2006 | Lire en français

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2. Elements of choice

In addition to paragraph 4 of the file on creep-resistant steels, figure 1 shows an abacus outlining the limits of the fields of use of various classes of standardized steels whose characteristics are given in and :

  • the upper limits correspond to creep failure in 10,000 hours ;

  • lower limits correspond to creep elongation of 1% in 100,000 hours (or, in some cases, creep failure in 200,000 hours).

Some curves correspond to standardized grades with performances...

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