Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Stability tests of a thin-walled composite structure with a closed section are presented in this paper. The purpose of this paper is to conduct preliminary studies in the context of numerical simulations of critical and slightly post-buckling states. The tests were conducted based only on numerical simulations by the finite element method. Numerical simulations were conducted using ABAQUS software, which allowed to determine the values of critical loads and their corresponding buckling forms. The influence of layer arrangement on the stability of the structure was studied. Carbon-epoxy laminate (CEL) was used in the tests. It is shown that there are composite lay-ups that show more than 1.3 times higher stiffness than the other cases. The paper demonstrates the dependence of the influence of the arrangement of layers on the stability of the structure, which will provide the basis for planned experimental studies (the results require experimental verification, which will be carried out in subsequent studies).
Słowa kluczowe
Wydawca
Rocznik
Tom
Strony
216--224
Opis fizyczny
Bibliogr. 24 poz., fig.
Twórcy
autor
- Mechanical Engineering Faculty, Lublin University of Technology
autor
- Mechanical Engineering Faculty, Lublin University of Technology, ul. Nadbystrzycka 36, 20-618 Lublin, Poland
Bibliografia
- 1. Teter A., Kolakowski Z. Coupled dynamic buckling of thin-walled composite columns with open cross-sections. Compos. Struct. 2013; 95: 28–34.
- 2. Rozylo P. Failure analysis of thin-walled composite structures using independent advanced damage models. Compos. Struct. 2021; 262: 113598.
- 3. Paszkiewicz M., Kubiak T. Selected problems concerning determination of the buckling load of channel section beams and columns. Thin Walled Struct.2015; 93: 112–121.
- 4. Singer J., Arbocz J., Weller T. Buckling Experiments: Experimental Methods in Buckling of Thin-Walled Structure: Basic Concepts, Columns, Beams, and Plates; John Wiley and Sons Inc.: New York, NY, USA 2000, 1.
- 5. Banat D., Mania R.J. Failure assessment of thin-walled FML profiles during buckling and postbuckling response. Compos B Eng. 2017; 112: 278–289.
- 6. Turvey G.J., Zhang Y. A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns. Compos. Struct. 2006; 84: 1527–1537.
- 7. Teter A., Kolakowski Z. Buckling of thin-walled composite structures with intermediate stiffeners.Compos. Struct. 2005; 69: 421-428.
- 8. Rozylo P., Teter A., Debski H., Wysmulski P., Falkowicz K. Experimental and Numerical Study of Buckling of Composite Profiles with Open Cross Section under Axial Compression. Appl. Compos. Mater. 2017; 24: 1251–1264.
- 9. Ascione F. Influence of initial geometric imperfections in the lateral buckling problem of thin walled pultruded GFRP I-profiles. Compos. Struct. 2014; 112: 85–99.
- 10. Ribeiro M.L., Vandepitte D., Tita V. Damage model and progressive failure analyses for filament wound composite laminates. Appl. Compos. Mater. 2013; 20: 975–992.
- 11. Rozylo P. Stability and failure of compressed thinwalled composite columns using experimental tests and advanced numerical damage models. Int J Numer Methods Eng. 2021; 122: 5076–5099.
- 12. Kolanu N.R., Raju G., Ramji M. A unified numerical approach for the simulation of intra and inter laminar damage evolution in stiffened CFRP panels under compression. Compos. B. Eng. 2020; 190: 107931.
- 13. Falkowicz K., Debski H., Wysmulski P., Rozylo P. The behaviour of compressed plate with a central cut-out, made of composite in an asymmetrical arrangement of layers. Compos. Struct. 2019; 214: 406–413.
- 14. Li W., Cai H., Li C., Wang K., Fang L. Progressive failure of laminated composites with a hole under compressive loading based on micro-mechanics. Adv. Compos. Mater. 2014; 23: 477–490.
- 15. Dębski H., Różyło P., Wysmulski P., Falkowicz K., Ferdynus M. Experimental study on the effect of eccentric compressive load on the stability and load-carrying capacity of thin-walled composite profiles, Compos. B. Eng. 2021; 190: 109346.
- 16. Dębski H., Kubiak T., Teter A. Experimental investigation of channel-section composite profiles behavior with various sequences of plies subjected to static compression. Thin-Walled Struct. 2013; 71: 147–154
- 17. Wael F. Ragheb. Local buckling analysis of pultruded FRP structural shapes subjected to eccentric compression. Thin Walled Struct. 2010; 48: 709–717.
- 18. Nunes F., Correia M., Correia J.R., Silvestre N., Moreira A. Experimental and numerical study on the structural behaviour of eccentrically loaded GFRP columns. Thin Walled Struct. 2013; 72: 175–187.
- 19. Kołakowski Z., Teter A. Load carrying capacity of functionally graded columns with open crosssections under static compression, Compos. Struct. 2015; 129: 1–7
- 20. Droździel M., Podolak P., Czapski P., Zgórniak P., Jakubczak P. Failure analysis of GFRP columns subjected to axial compression manufactured under various curing-process conditions. Compos. Struct. 2021; 262: 113342
- 21. Urbaniak M., Świniarski J., Czapski P., Kubiak T. Experimental investigations of thin-walled GFRP beams subjected to pure bending. Thin-Walled Struct. 2016; 107: 397–404.
- 22. Rozylo P., Debski H. The Influence of Composite Lay-Up on the Stability of a Structure with Closed Section. Adv. Sci. Technol. Res. J. 2022; 16(1): 260–265.
- 23. Grzejda R. FE-modelling of a contact layer between elements joined in preloaded bolted connections for the operational condition. Adv. Sci. Technol. Res. J. 2014; 8(24): 19–23.
- 24. Grzejda R. Finite element modelling of the contact of elements preloaded with a bolt and externally loaded with any force. Journal of Computational and Applied Mathematics 2021, 393, 113534.
Uwagi
PL
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5193a369-1bf1-43b1-8b9e-7fd8c548c766
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