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Numeryczne badania pracy ściskanych elementów płytowych z wycięciem w zakresie geometrycznie nieliniowym
Języki publikacji
Abstrakty
This paper presents the results of a numerical analysis conducted to investigate uniformly compressed rectangular plates with different cut-out sizes. Made of high strength steel, the plates are articulatedly supported on their shorter edges. The FEM analysis examines the nonlinear stability of these structures in the post-buckling state, where the mode of buckling is forced to ensure their stable behaviour. The numerical computations are performed within the geometrically nonlinear range until the yield point is reached. The investigation involves determining the effect of cut-out sizes on elastic properties of the plates with respect to service loads. The numerical analysis is conducted using the ABAQUS software.
Przedmiotem badań są prostokątne płyty z wycięciem o zmiennych parametrach geometrycznych poddane równomiernemu ściskaniu. Płyty podparte przegubowo na krótszych krawędziach wykonano ze stali o wysokich właściwościach wytrzymałościowych. Badania dotyczyły numerycznej analizy MES nieliniowej stateczności konstrukcji znajdujących się w stanie pokrytycznym z wymuszoną postacią wyboczenia zapewniającą stateczny charakter pracy konstrukcji. Obliczenia prowadzono w zakresie geometrycznie nieliniowym do uzyskania poziomu granicy plastyczności materiału. Badano wpływ parametrów geometrycznych wycięcia na charakterystykę sprężystą płyty w zakresie obciążeń eksploatacyjnych. Zastosowanym narzędziem numerycznym był program ABAQUS.
Czasopismo
Rocznik
Tom
Strony
222--227
Opis fizyczny
Bibliogr. 30 poz., rys., tab.
Twórcy
autor
- Faculty of Mechanical Engineering Lublin University of Technology ul. Nadbystrzycka 36, 20-816 Lublin, Poland
autor
- Faculty of Mechanical Engineering Lublin University of Technology ul. Nadbystrzycka 36, 20-816 Lublin, Poland
autor
- Faculty of Mechanical Engineering Lublin University of Technology ul. Nadbystrzycka 36, 20-816 Lublin, Poland
Bibliografia
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- 5. Dębski H. Experimental investigation post-buckling behaviour of composite column with top-hat cross section. Eksploatacja i Niezawodnosc Maintenance and Reliability 2013; 2: 105-109.
- 6. Dębski H, Kubiak T, Teter A. Experimental investigation of channel-section composite profiles behavior with various sequences of plies subjected to static. Thin-Walled Structures 2013; 71: 147-154, http://dx.doi.org/10.1016/j.tws.2013.07.008.
- 7. Dębski H, Kubiak T, Teter A. Numerical and experimental studies of compressed composite columns with complex open cross-sections. Composite Structures 2014; 118: 28-36, http://dx.doi.org/10.1016/j.compstruct.2014.07.033.
- 8. Dębski H, Koszałka G, Ferdynus M. Application of FEM in the analysis of the structure of a trailer supporting frame with variable operation parameters. Eksploatacja i Niezawodnosc – Maintenance and Reliability 2012; 14(2): 107-113.
- 9. Koiter WT. Elastic stability and post-buckling behavior. In Proceedings of the Symposium on Non-linear Problems. Wisconsin: Univ. of Wisconsin Press 1963; 257-275.
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- 11. Kopecki T, Mazurek P. Problems of numerical bifurcation reproducing in postcritical deformation states of aircraft structures. Journal of Theoretical and Applied Mechanics 2013; 51(4): 969-977.
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- 14. Kubiak T, Static and Dynamic Buckling of Thin-Walled Plate Structures. Springer 2013; 1-25, http://dx.doi.org/10.1007/978-3-319-00654-3_1, http://dx.doi.org/10.1007/978-3-319-00654-3.
- 15. Narayanan R, Chow FY. Ultimate capacity of uniaxially compressed perforated plates. Thin-Walled Structures 1984; 2(2): 241-264, http://dx.doi.org/10.1016/0263-8231(84)90021-.
- 16. Pennington Vann W. Compressive buckling of perforated plate elements. Proceedings of the First Specialty Conference on Cold-Formed Structures. University of Missouri-Rolla 1971; 51-57.
- 17. Prabhakara DL, Datta PK. Vibration, Buckling and Parametric Instability Behaviour of Plates with Centally Located Cutouts Subjected to In-Plane Edge Loading (Tension or Compression). Thin-Walled Structures 1997; 27(4): 287-310, http://dx.doi.org/10.1016/S0263-8231(96)00033-X.
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- 21. Simitses GJ, Hodges DH. Fundamentals of structural stability . Amsterdam: Elsevier/Butterworth-Heinemann, 2006.
- 22. Singer J, Arbocz J, Weller T. Buckling Experiments. Experimental methods in buckling of thin-walled structure. Basic concepts, columns,beams, and plates. New York: John Wiley & Sons Inc., 1998.
- 23. Singer J, Arbocz J, Weller T, Buckling Experiments. Experimental methods in buckling of thin-walled structure. Shells built-up structures,composites and additional topics. New York: John Wiley & Sons Inc., 2002, http://dx.doi.org/10.1002/9780470172995.
- 24. Spencer HH. Walker AC. Techniques for Measuring The Critical Loads of Column and Plates. SESA Spring Meeting, 1974.
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- 26. Teter A, Dębski H, Samborski S. On buckling collapse and failure analysis of thin-walled composite lipped-channel columns subjected to uniaxial compression. Thin-Walled Structures 2014; 85: 324-331, http://dx.doi.org/10.1016/j.tws.2014.09.010.
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- 30. Yu WW, Davies ChS. Cold-formed steel members with perforated elements. Proceedings of the American Society of Civil Engineers 1973 99: 2061-2077.
Typ dokumentu
Bibliografia
Identyfikator YADDA
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