PSI - Issue 42

Robert Basan et al. / Procedia Structural Integrity 42 (2022) 655–662 R. Basan et al. / Structural Integrity Procedia 00 (2019) 000–000

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Table 1. Values of evaluation criteria E f ( s =3), ( E a ) total , ( E a ) Dset and Ē determined for unalloyed steels group Median method E f ( s =3) ( E a ) total ( E a ) Dset Ē ALL - ALL 0,7148 0,7551 0,6661 0,7120 LSUA - LCF 0,8358 0,5608 0,7356 0,7108 LSUA - HCF 0,5064 0,6074 0,6333 0,5824 HSUA - LCF 0,7268 0,4105 0,7054 0,6142 HSUA - HCF 0,7371 0,3912 0,3354 0,4879 Hardness method E f ( s =3) ( E a ) total ( E a ) Dset Ē ALL - ALL 0,8467 0,4057 0,6916 0,6480 LSUA - LCF 0,8328 0,4433 0,6872 0,6545 LSUA - HCF 0,9442 0,2589 0,6221 0,6084 HSUA - LCF 0,2098 -3,3343 -2,9844 -2,0363 HSUA - HCF 0,7968 -0,0484 0,4695 0,4060 Uniform material law E f ( s =3) ( E a ) total ( E a ) Dset Ē ALL - ALL 0,8467 0,7526 0,6603 0,7532 LSUA - LCF 0,9075 0,4532 0,6931 0,6846 LSUA - HCF 0,9742 0,4687 0,6449 0,6960 HSUA - LCF 0,7805 0,8131 0,6746 0,7561 HSUA - HCF 0,7012 0,3992 0,3384 0,4796 Table 2. Values of evaluation criteria E f ( s =3), ( E a ) total , ( E a ) Dset and Ē determined for low-alloy steels group Median method E f ( s =3) ( E a ) total ( E a ) Dset Ē ALL - ALL 0,7754 0,8011 0,7263 0,7676 LSLA - LCF 0,9856 0,9056 0,7825 0,8912 LSLA - HCF 0,9785 0,8082 0,6043 0,7970 HSLA - LCF 0,6387 0,3920 0,6646 0,5651 HSLA - HCF 0,5776 0,5873 0,4460 0,5370 Hardness method E f ( s =3) ( E a ) total ( E a ) Dset Ē ALL - ALL 0,8672 0,6312 0,7585 0,7523 LSLA - LCF 0,8777 0,8560 0,7437 0,8258 LSLA - HCF 1,0000 0,6450 0,6051 0,7500 HSLA - LCF 0,8824 0,8355 0,6957 0,8045 HSLA - HCF 0,7702 0,3083 0,5397 0,5394 Uniform material law E f ( s =3) ( E a ) total ( E a ) Dset Ē ALL - ALL 0,7891 0,9192 0,7886 0,8323 LSLA - LCF 0,9353 0,8238 0,7589 0,8393 LSLA - HCF 1,0000 0,6968 0,6212 0,7727 HSLA - LCF 0,7647 0,9190 0,6329 0,7722 HSLA - HCF 0,5590 0,7010 0,5270 0,5957