Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Thin-walled steel elements in the form of openwork columns with variable geometrical parameters of holes were studied. The samples of thin-walled composite columns were modelled numerically. They were subjected to axial compression to examine their behavior in the critical and post-critical state. The numerical models were articulately supported on the upper and lower edges of the cross-section of the profiles. The numerical analysis was conducted only with respect to the non-linear stability of the structure. The FEM analysis was performed until the material achieved its yield stress. This was done to force the loss of stability by the structures. The numerical analysis was performed using the ABAQUS® software. The numerical analysis was performed only for the elastic range to ensure the operating stability of the tested thin-walled structures.
Rocznik
Tom
Strony
393--402
Opis fizyczny
Bibliogr. 35 poz., rys., tab., wykr.
Twórcy
autor
- Lublin University of Technology Faculty of Mechanical Engineering Department of Machine Design and Mechatronics Nadbystrzycka 36, 20-618 Lublin. POLAND
autor
- Lublin University of Technology Faculty of Mechanical Engineering Department of Machine Design and Mechatronics Nadbystrzycka 36, 20-618 Lublin. POLAND
autor
- Lublin University of Technology Faculty of Mechanical Engineering Department of Machine Design and Mechatronics Nadbystrzycka 36, 20-618 Lublin. POLAND
Bibliografia
- [1] Bazant Z.P. and Cedolin L. (2010): Stability of Structures. – Elastic, Inelastic, Fracture and Damage Theories. Oxford University Press, UK.
- [2] Becque J. and Rasmusen KJR. (2009): Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns. – J. Constructional Steel Research, vol.65, pp.1677–1684.
- [3] Bloom F. and Coffin D. (2001): Handbook of Thin Plate Buckling and Postbuckling. – CHAPMAN AND HALL/CRC Boca Raton, London, New York, Washington, D.C.
- [4] Debski H. (2013): Experimental investigation post-buckling behaviour of composite column with top-hat cross section. – Maintenance and Reliability, vol.2, pp.105-109.
- [5] Debski H. and Sadowski T. (2014): Modelling of microcracks initiation and evolution along interfaces of the WC/Co composite by the finite element method. – Computational Materials Science, vol.83, pp.403-411.
- [6] Debski H., Teter A., Kubiak T. and Samborski S. (2016): Local buckling, post-buckling and collapse of thinwalled channel section composite columns subjected to quasi-static compression. – Composite Structures; vol.136, pp.593-601.
- [7] Debski H., Teter A. and Kubiak T. (2014): Numerical and experimental studies of compressed composite columns with complex open cross-sections. – Composite Structures, vol.118, pp.28-36.
- [8] Doyle J.F. (2001): Nonlinear Analysis of Thin-Walled Structures. – Springer.
- [9] Falkowicz K., Mazurek P., Rozylo P., Wysmulski P. and Smagowski P. (2016): Experimental and numerical analysis of the compression of a thin-walled composite plate. – Advances in Science and Technology Research Journal, vol.10, No.31, pp.177-184.
- [10] Falkowicz K., Ferdynus M. and Dębski H. (2015): Numerical analysis of compressed plates with a cut-out operating in the geometrically nonlinear range. – Maintenance and Reliability, vol.17, No.2, pp.222-227.
- [11] Kolakowski Z. and Teter A. (2015): Static interactive buckling of functionally graded columns with closed crosssections subjected to axial compression. – Composite Structures, vol.123, pp.257-262.
- [12] Kopecki T. and Mazurek P. (2014): Numerical representation of post-critical deformations in the processes of determining stress distributions in closed multi-segment thin-walled aircraft load-bearing structures. – Maintenance and Reliability, vol.16, No.1, pp.164-169.
- [13] Kopecki T. and Mazurek P. (2013): Problems of numerical bifurcation reproducing in postcritical deformation states of aircraft structures. – Journal of Theoretical and Applied Mechanics, vol.51, No.4, pp.969-977.
- [14] Kubiak T. (2013): Static and Dynamic Buckling of Thin-Walled Plate Structures. – London: Springer, Verlag.
- [15] Lonkwic P. and Różyło P. (2016): Theoretical and experimental analysis of loading impact from the progressive gear on the lift braking distance with the use of the free fall method. – Advances in Science and Technology Research Journal, vol.10, No.30, pp.103–109.
- [16] Lonkwic P., Różyło P. and Dębski H. (2015): Numerical and experimental analysis of the progressive gear body with the use of finite-element method. – Maintenance and Reliability, vol.17, No.4, pp.544–550.
- [17] Magnucka-Blandzi E. and Magnucki K. (2011): Buckling, and optimal design of cold-formed thin-walled beams: Review of selected problems. – Thin-Walled Structures; vol.49, pp.554-61.
- [18] Mania R.J., Kolakowski Z., Bienias J., Jakubczak P. and Majerski K. (2015): Comparative study of FML profiles buckling and postbuckling behaviour under axial loading. – Composite Structures, vol.134, pp.216-225.
- [19] Parlapalli M.R., Soh K.C., Shu D.W. and Ma G. (2007): Experimental investigation of delamination buckling of stitched composite laminates. – Composites: Part A, vol.38, pp.2024–33.
- [20] Paszkiewicz M. and Kubiak T. (2015): Selected problems concerning determination of the buckling load of channel section beams and columns. – Thin-Walled Structures, vol.93, pp.112-121.
- [21] Roorda J. (1967): Some thoughts on the Southwell plot. – Proc. ASCE, Journ. of the Engineering Mechanics Division, vol.93, No.EM6.
- [22] Rozylo P. (2016): Optimization of I-section profile design by the finite element method. – Advances in Science and Technology Research Journal, vol.10, No.29, pp.52-56.
- [23] Rozylo P. and Wrzesinska K. (2016): Numerical analysis of the behavior of compressed thin-walled elements with holes. – Advances in Science and Technology Research Journal, vol.10, No.31, pp.199-206.
- [24] Rudawska A. and Debski H. (2011): Experimental and numerical analysis of adhesively bonded aluminium alloy sheets joints. – Maintenance and Reliability, vol.1, pp.4-10.
- [25] Singer J., Arbocz J. and Weller T. (1998): Buckling experiments. Experimental methods in buckling of thin-walled structure. – Basic Concepts, Columns, Beams, and Plates, vol.1. New York: John Wiley and Sons Inc.; (vol.2: 2002).
- [26] Teter A., Debski H. and Samborski S. (2014): On buckling collapse and failure analysis of thin-walled composite lipped-channel columns subjected to uniaxial compression. – Thin-Walled Structures, vol.85, pp.324-331.
- [27] Teter A. and Kolakowski Z. (2005): Buckling of thin-walled composite structures with intermediate stiffeners. – Composite Structures, vol.69, pp.421-428.
- [28] Teter A. and Kolakowski Z. (2015): Load carrying capacity of functionally graded columns with open crosssections under static compression. – Composite Structures, vol.129, pp.1-7.
- [29] Tereszowski Z. (1970): Experimental method for determining critical loads in plates. – Archive of Mechanical Engineering, T. XVII, No.3, Warsaw.
- [30] Turvey G.J. and Zhang Y. (2006): A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns. – Computers and Structures, vol.84, pp.1527–1537.
- [31] Van der Heijden A.M.A. (2009): W.T. Koiter’s Elastic Stability of Solids and Structured. – Cambridge University Press.
- [32] Wong P.M.H. and Wang Y.C. (2007): An experimental study of pultruded glass fibre reinforced plastics Chanel columns at elevated temperatures. – Composite Structures, vol.81, pp.84–95.
- [33] Wysmulski P., Debski H., Rozylo P. and Falkowicz K. (2016): A study of stability and post-critical behaviour of thin walled composite profiles under compression. – Maintenance and Reliability, vol.18, No.4, pp.632-637.
- [34] Zaraś J., Królak M. and Kotełko M. (2006): Experimental methods for determining critical loads and analysis of the behavior of construction elements in postbuckling – X National Conference of Strength of Materials and Testing of Materials, Kudowa-Zdrój 20-22 IX.
- [35] Zienkiewicz O.C. and Taylor R.L. (2000): Finite Element Method (5th Edition) Volume 2 – Solid Mechanics”. Elsevier.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-04499caf-20e1-4965-8206-dab9e08a2a2a