PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Fatigue Strength of Thin-Walled Rectangular Elements in the State of Post-Critical Deformation

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the results of numerical analyses and static experimental testing of thin-walled rectangular elements subject to post-critical deformation under shear conditions. The deliberations concerned the elements made of aluminium alloy and the model material. The obtained stress distribution was used to conduct a numerical simulation of the fatigue strength for a metal plate and testing under cyclic load conditions for both types of models.
Twórcy
  • Rzeszów University of Technology, The Faculty of Mechanical Engineering and Aeronautics, Al. Powstańców Warszawy 8, 35-959 Rzeszów, Poland
Bibliografia
  • 1. Bathe K.J.: Finite element procedures in engineering analysis, Prentice-Hall, Englewood Cliffs 1982
  • 2. Benachour N., Hadjoui A., Benachour M., Benguediab M.: Stress ratio and notch effect on fatigue crack initiation and propagation in 2024 Al-alloy. International Journal of Mechanical and Mechatronics Engineering, 5(7), 2011, 1384–1387.
  • 3. Debski H.: Stability problems of compressed thin-walled structures. Advances in Science and Technology Research Journal, 12(4), 2018, 190–198.
  • 4. Debski H., Teter A.: Numerical and experimental studies on the limit state of fibre-reinforced composite columns with a lipped channel section under quasi-static compression. Composite Structures, 133, 2015, 1–7.
  • 5. Falkowicz K., Debski H.: Postbuckling behaviour of laminated plates with a cut-out. Advances in Science and Technology Research Journal, 11(1), 2017, 186–193.
  • 6. Falkowicz K., Ferdynus M., Debski H.: Numerical analysis of compressed plates with a cut-out operating in the geometrically nonlinear range. Eksploatacja i Niezawodnosc – Maintenance and Reliability, 17(2), 2015, 222–227.
  • 7. Felippa C.A.: Advanced finite element methods, (ASEN 5367) Dept. of Aerospace Eng. Sci. Bouilder, Colorado 2006.
  • 8. Felippa C.A.: Nonlinear finite element methods, (ASEN 5107) Dept. of Aerospace Eng. Sci. Bouilder, Colorado 2006.
  • 9. Khan S.S.: Low cycle lifetime assessment of Al 2024 alloys, Helmholtz-Zentrum Geesthacht, Zentrum für Material- und Küstenforschung GmbH, Geesthacht 2012.
  • 10. Kocańda S., Szala J.: Podstawy obliczeń zmęczeniowych. Wydawnictwo Naukowe PWN, Warszawa 1997.
  • 11. Kopecki T.: Numerical-experimental analysis of the post-buckling state of a multi-segment and multi-member thin-walled structure subjected to torsion; Journal of Theoretical and Applied Mechanics, 49(1), 2011, 227–242.
  • 12. Kopecki T.: Numerical and experimental analysis of post-critical deformation states in a tensioned plate weakened by a crack. Journal of Theoretical and Applied Mechanics, 48(1), 2010, 45–70.
  • 13. Kopecki T., Mazurek P.: Determination of stress distribution patterns in post-criticaldeformation states of thin-walled skins subjected to operating loads. Eksploatacja i Niezawodnosc – Maintenance and Reliability, 16(4), 2014, 608–615.
  • 14. Kopecki T.; Święch Ł.: Experimental and numerical analysis of post-buckling deformation states of integrally stiffened thin-walled components of load-bearing aircraft structures. Journal of Theoretical and Applied Mechanics, 52(4), 2014, 905–915.
  • 15. MSC Software: MSC Fatigue 2017, User’s Guide. MSC Software Corporation, 2016.
  • 16. MSC Software: MSC MARC 2017, User’s Guide. MSC Software Corporation, 2016.
  • 17. Wysmulski P., Debski H., Rozylo P., Falkowicz K.: A study of stability and post-critical behaviour of thin-walled composite profiles under compression; Eksploatacja i Niezawodnosc – Maintenance and Reliability, 18(4), 2016, 632–637.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b64aed54-666f-4608-b004-862d4c9df81d
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.