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In the paper a nonlinear model of a lattice-boom crane with lifting capacity up to 700mT for static analysis is presented. The rigid finite element method is used for discretisation of the lattice-boom and the mast. Flexibility of rope systems for vertical movement and for lifting a load is also taken into account. The computer programme developed enables forces and stress as well as displacements of the boom to be calculated. The model is validated by comparison of the authors’ own results with those obtained using professional ROBOT software. Good compatibility of results has been obtained.
Rocznik
Tom
Strony
803--811
Opis fizyczny
Bibliogr. 8 poz., rys., tab., wykr.
Twórcy
autor
- Division of Computer Modelling, Faculty of Management and Transport University of Bielsko-Biała, POLAND
autor
- Division of Computer Modelling, Faculty of Management and Transport University of Bielsko-Biała, POLAND
autor
- Division of Computer Modelling, Faculty of Management and Transport University of Bielsko-Biała, POLAND
autor
- Protea sp z o.o. Galaktyczna 30a, 80-299 Gdansk, POLAND
Bibliografia
- [1] Adamiec-Wójcik I., Fałat P., Maczyński A. and Wojciech S. 2009): Load stabilisation an a-frame - a type of an offshore crane. – Archive of Mechanical Engineering, vol.56, No.1, pp.37-59.
- [2] Drąg Ł. (2017): Modelling of lines, risers and cranes by means of the rigid finite element method. – Bielsko-Biała: University of Bielsko-Biała Press.
- [3] Kong X., Qi Z. and Wang G. (2015): Elastic instability analysis for slender lattice-boom structures of crawler cranes. – Journal of Constructional Steel Research, vol.115, pp.206-222.
- [4] Nowak P., Nowak A. and Metelski M. (2017): Modelling of vibration and large deflections of lattice-boom structures of cranes by means of rigid finite element method. – In Conference Proceedings of DSTA 2017: Mathematical and numerical aspects of dynamical system analysis (eds. J. Awrajcewicz et al.) Łódź, 2017, pp.425-436.
- [5] Wang G., Qi Z. and Kong X. (2015): Geometrical nonlinear and stability analysis for slender frame structures of crawler cranes. – Engineering Structures, vol.83, pp.209-222.
- [6] Wittbrodt E., Adamiec-Wójcik I. and Wojciech S. (2006): Dynamics of flexible multibody systems – rigid finite element method. – Berlin: Springer.
- [7] Sun X. (2002): Design of unconventional slender steel structures by stability analysis. http:/hdl.handle.net/10397/3454.
- [8] Yao J., Qiu X., Zhou Z., Fuc Y., Xinga F. and Zhao E. (2015): Buckling failure analysis of all-terrain crane telescopic boom section. – Engineering Failure Analysis, vol.57, pp.105–117.
Uwagi
PL
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-d3cbdde0-3e60-4470-8201-b34ac379a4f0