Stanisław Mroziński

Prof. Dr. Stanisław Mroziński

Faculty of Mechanical Engineering, UTP University of Science and Technology, Bydgoszcz, Poland
orcid

Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2013 in Engineering Failure Analysis
Verified
Journal Article
Closed access
Grzegorz GolańskiGrzegorz Golański
Grzegorz Golański
Stanisław MrozińskiStanisław Mroziński
Stanisław Mroziński

1 March 2019 in International Journal of Fatigue
Verified
Journal Article
Closed access
Stanisław MrozińskiStanisław Mroziński
Stanisław Mroziński
Halina EgnerHalina Egner
Halina Egner
MPMichał Piotrowski
Michał Piotrowski

1 February 2018 in Archives of Civil and Mechanical Engineering
Verified
Journal Article
Closed access
MHMarek Hawryluk
Marek Hawryluk
ADAndrzej Dolny
Andrzej Dolny
Stanisław MrozińskiStanisław Mroziński
Stanisław Mroziński

1 March 2015 in Materials Science and Engineering: A
Verified
Journal Article
Closed access
Grzegorz GolańskiGrzegorz Golański
Grzegorz Golański
AZAnna Zielińska-Lipiec
Anna Zielińska-Lipiec
Stanisław MrozińskiStanisław Mroziński
Stanisław Mroziński
CKCezary Kolan
Cezary Kolan

1 June 2012 in International Journal of Fatigue
Verified
Journal Article
Closed access
ALAdam Lipski
Adam Lipski
Stanisław MrozińskiStanisław Mroziński
Stanisław Mroziński

7 January 2023 in Materials
Verified
Journal Article
Open access
PDF file
Stanisław MrozińskiStanisław Mroziński
Stanisław Mroziński
Adam LipskiAdam Lipski
Adam Lipski
MPMichal Piotrowski
Michal Piotrowski
Halina EgnerHalina Egner
Halina Egner
This paper reports the results of static tensile and low-cycle fatigue tests on S420M steel specimens. As-received (unstrained) and pre-strained specimens were used during the tests. Based on the static tensile tests carried out, no effect of pre-strain on the basic strength parameters of the S420M steel was found. Low-cycle fatigue tests showed that the pre-strain of the specimens causes a change in the cyclic properties of the steel and a slight increase in fatigue life compared to that of the as-received specimens. The greatest increase in durability was observed at the lowest strain levels.