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Experimental-numerical test of open section composite columns stability subjected to axial compression

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Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: The aim of the work was to analyse the critical state of thin-walled composite profiles with top-hat cross section under axial compression. Design/methodology/approach: The purpose of the work was achieved by using known approximation methods in experimental and finite element methods for numerical simulations. The scope of work included an analysis of the behavior of thin-walled composite structures in critical state with respect to numerical studies verified experimentally. Findings: In the presented work were determined the values of critical loads related to the loss of stability of the structures by using well-known approximation methods and computer simulations (FEM analysis). Research limitations/implications: The research presented in the paper is about the potential possibility of determining the values of critical loads equivalent to loss of stability of thin-walled composite structures and the future possibility of analyzing limit states related to loss of load capacity. Practical implications: The practical approach in the actual application of the described specimen and methodology of study is related to the necessity of carrying out of strength analyzes, allowing for a precise assessment of the loads upon which the loss of stability (bifurcation) occurs. Originality/value: The originality of the research is closely associated with used the thinwalled composite profile with top-hat cross-section, which is commonly used in the fuselage of passenger airplane. The methodology of simultaneous confrontation of the obtained results of critical loads by using approximation methods and using the linear eigenvalue solution in numerical analysis demonstrates the originality of the research character. Presented results and the methodology are intended for researchers, who are concerned with the topic of loss of stability of thin-walled composite structures.
Rocznik
Strony
58--64
Opis fizyczny
Bibliogr. 33 poz.
Twórcy
autor
  • Mechanical Engineering Faculty, Lublin University of Technology, ul. Nadbystrzycka 36, 20-618 Lublin, Poland
Bibliografia
  • [1] P. Czapski, T. Kubiak, Numerical and experimental investigations of the postbuckling behaviour of square cross-section composite tubes, Composite Structures 132 (2015) 1160-1167.
  • [2] P. Czapski, T. Kubiak, Selected problems of determining critical loads in structures with stable post-critical behavior, Mechanics and Mechanical Engineering 20/2 (2016) 79-95.
  • [3] H. Debski, Experimental investigation post-buckling behaviour of composite column with top-hat cross section, Maintenance and Reliability 2 (2013) 105- 109.
  • [4] H. Debski, A. Teter, T. Kubiak, S. Samborski, Local buckling, post-buckling and collapse of thin-walled channel section composite columns subjected to quasi-static compression, Composite Structures 136 (2016) 593-601.
  • [5] H. Debski, A. Teter, T. Kubiak, Numerical and experimental studies of compressed composite columns with complex open cross-sections, Composite Structures 118 (2014) 28-36.
  • [6] J.F. Doyle, Nonlinear analysis of thin-walled structures, Springer, 2001.
  • [7] K. Falkowicz, P. Mazurek, P. Rozylo, P. Wysmulski, P. Smagowski, Experimental and numerical analysis of the compression of a thin-walled composite plate, Advances in Science and Technology Research Journal 10/31 (2016) 177-184.
  • [8] MR. Parlapalli, KC. Soh, DW. Shu, G. Ma, Experimental investigation of delamination buckling of stitched composite laminates, Composites: Part A 38 (2007) 2024-2033.
  • [9] M. Paszkiewicz, T. Kubiak, Selected problems concerning determination of the buckling load of channel section beams and columns, Thin-Walled Structures 93 (2015) 112-121.
  • [10] J. Singer, J. Arbocz, T. Weller, Buckling experiments. Experimental methods in buckling of thin-walled structure, Vol. 1 and Vol. 2, John Wiley & Sons Inc., New York, 1998 and 2002.
  • [11] A. Teter, H. Debski, S. Samborski, On buckling collapse and failure analysis of thin-walled composite lipped-channel columns subjected to uniaxial compression, Thin-Walled Structures 85 (2014) 324- 331.
  • [12] GJ. Turvey, Y. Zhang, A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns, Computers & Structures 84 (2006) 1527-1537.
  • [13] P. Wysmulski, H. Debski, P. Rozylo, K. Falkowicz, A study of stability and post-critical behaviour of thin walled composite profiles under compression, Maintenance and Reliability 18/4 (2016) 632-637.
  • [14] Z.P. Bazant, L. Cedolin, Stability of Structures. Elastic, Inelastic, Fracture and Damage Theories, Oxford University Press, UK, 2010.
  • [15] F. Bloom, D. Coffin, Handbook of thin plate buckling and postbuckling, Chapman & Hall/CRC, Boca Raton, London, New York, Washington D.C., 2001.
  • [16] J. Becque, KJR. Rasmusen, Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns, Journal of Constructional Steel Research 65 (2009) 1677-1684.
  • [17] K. Falkowicz, M. Ferdynus, H. Dębski, Numerical analysis of compressed plates with a cut-out operating in the geometrically nonlinear range, Maintenance and Reliability 17/2 (2015) 222-227.
  • [18] Z. Kolakowski, A. Teter, Static interactive buckling of functionally graded columns with closed crosssections subjected to axial compression, Composite Structures 123 (2015) 257-262.
  • [19] T. Kopecki, P. Mazurek, Numerical representation of post-critical deformations in the processes of determining stress distributions in closed multisegment thin-walled aircraft load-bearing structures, Maintenance and Reliability 16/1 (2014) 164-169.
  • [20] T. Kopecki, P. Mazurek, Problems of numerical bifurcation reproducing in postcritical deformation states of aircraft structures, Journal of Theoretical and Applied Mechanics 51/4 (2013) 969-977.
  • [21] T. Kubiak, Static and dynamic buckling of thin-walled plate structures, Springer, Verlag, London, 2013.
  • [22] E. Magnucka-Blandzi, K. Magnucki, Buckling, and optimal design of cold-formed thin-walled beams: Review of selected problems, Thin-Walled Structures 49 (2011) 554-561.
  • [23] R.J. Mania, Z. Kolakowski, J. Bienias, P. Jakubczak, K. Majerski, Comparative study of FML profiles buckling and postbuckling behaviour under axial loading, Composite Structures 134 (2015) 216-225.
  • [24] P. Rozylo, A. Teter, H. Debski, P. Wysmulski, K. Falkowicz, Experimental and numerical study of the buckling of composite profiles with open cross section under axial compression, Applied Composite Materials (2017) 1-14, doi:10.1007/s10443-017-9583-y.
  • [25] P. Rozylo, K. Wrzesinska, Numerical analysis of the behavior of compressed thin-walled elements with holes, Advances in Science and Technology Research Journal 10/31 (2016) 199-206.
  • [26] A. Teter, Z. Kolakowski, Buckling of thin-walled composite structures with intermediate stiffeners, Composite Structures 69 (2005) 421-428.
  • [27] A. Teter, Z. Kolakowski, Load carrying capacity of functionally graded columns with open cross-sections under static compression, Composite Structures 129 (2015) 1-7.
  • [28] P.M.H. Wong, Y.C. Wang, An experimental study of pultruded glass fibre reinforced plastics channel columns at elevated temperatures, Composite Structures 81 (2007) 84-95.
  • [29] J. Roorda, Some thoughts on the Southwell plot, Journal of the Engineering Mechanics Division 93/6 (1967) 37-48.
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  • [31] J. Zaraś, M. Królak, M. Kotełko, Experimental methods for determination of critical loading and the analysis of post-buckling behaviour of structural elements, Proceedings of the 10th National Conference of Materials Strength and Materials Testing, Kudowa-Zdrój, 2006 (in Polish).
  • [32] A.M.A. Van der Heijden, W.T. Koiter’s Elastic Stability of Solids and Structures, Cambridge University Press, 2009.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4ac8b85b-b742-4315-9336-ab6b83679802
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