2015
DOI: 10.1016/j.ijfatigue.2015.05.019
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Study on material property changes of mild steel S355 caused by block loads with varying mean stress

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Cited by 26 publications
(11 citation statements)
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References 9 publications
(8 reference statements)
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“…3,4 Fatigue properties of S355 steel under bending loading were analyzed in Pawliczek and Prazmowski. 7 They studied the samples of S355 steel under bending, with various mean stress values. The crack growth conditions for mixed modes I + II and I + III (realized by combinations of tension, bending, and torsion) were shown in Rozumek et al 8 Seitl et al 9 provided experimental comparison of long fatigue crack growth rates for two subgrades of structural steels (S355J0 and S355J2) and the study of the influence of chemical composition and structure texture of the steels on the long fatigue crack behavior.…”
Section: Motivationmentioning
confidence: 99%
“…3,4 Fatigue properties of S355 steel under bending loading were analyzed in Pawliczek and Prazmowski. 7 They studied the samples of S355 steel under bending, with various mean stress values. The crack growth conditions for mixed modes I + II and I + III (realized by combinations of tension, bending, and torsion) were shown in Rozumek et al 8 Seitl et al 9 provided experimental comparison of long fatigue crack growth rates for two subgrades of structural steels (S355J0 and S355J2) and the study of the influence of chemical composition and structure texture of the steels on the long fatigue crack behavior.…”
Section: Motivationmentioning
confidence: 99%
“…In both cases, however, the stress conditions during the fatigue test differ from the initial stress conditions due to cyclic changes in the specimen such as softening, hardening, or cracking. An increase in the ultimate strength after cyclic loading prior to crack nucleation is reported in [9].…”
Section: Introductionmentioning
confidence: 94%
“…In the works of authors [25,26] they presented the results of tests porformed on the machine type MZGS-100. The loads may contain non-zero values of static force moments.…”
Section: Generating the Loads With The Mean Valuementioning
confidence: 99%