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Mathematical modelling of bridge crane dynamics for the time of non-stationary regimes of working hoist mechanism

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Bridge crane is exposed to dynamic loads during its non-stationary operations (acceleration and braking). Analyzing these operations, one can determine unknown impacts on the dynamic behavior of bridge crane. These impacts are taken into consideration using selected coefficients inside the dynamic model. Dynamic modelling of a bridge crane in vertical plane is performed in the operation of the hoist mechanism. The dynamic model is obtained using data from a real bridge crane system. Two cases have been analyzed: acceleration of a load freely suspended on the rope when it is lifted and acceleration of a load during the lowering process. Physical quantities that are most important for this research are the values of stress and deformation of main girders. Size of deformation at the middle point of the main crane girder is monitored and analyzed for the above-mentioned two cases. Using the values of maximum eformation, one also obtains maximum stress values in the supporting construction of the crane.
Rocznik
Strony
189–--202
Opis fizyczny
Bibliogr. 26 poz., rys., tab.
Twórcy
  • Faculty of Mechanical Engineering, University of Sarajevo, Sarajevo, Bosnia and Herzegovina
autor
  • Faculty of Mechanical Engineering, University of Sarajevo, Sarajevo, Bosnia and Herzegovina
  • Faculty of Mechanical Engineering, University of Sarajevo, Sarajevo, Bosnia and Herzegovina
  • Faculty of Mechanical Engineering, University of Sarajevo, Sarajevo, Bosnia and Herzegovina
autor
  • Faculty of Science, University of Sarajevo, Bosnia and Herzegovina
  • Faculty of Mechanical Engineering, University of Sarajevo, Sarajevo, Bosnia and Herzegovina
Bibliografia
  • [1] Q. Yang, X. Li, H. Cai, Y-M. Hsu, J. Lee, C. Hung Yang, Z. Li Li, and M. Yi Li. Fault prognosis of industrial robots in dynamic working regimes: Find degradation in variations. Measurement, 173:108545, 2021. doi: 10.1016/j.measurement.2020.108545.
  • [2] S. Wang, Z. Ren, G. Jin, and H. Chen. Modeling and analysis of offshore crane retrofitted with cable-driven inverted tetrahedron mechanism. IEEE Access, 9:86132–86143, 2021. doi: 10.1109/access.2021.3063792.
  • [3] Q. Jiao, B. Li, Y. Qin, F. Wang, J. Gu, J. Wang, and C. Mi, Research on dynamic characteristics of lifting rope-breaking for the nuclear power crane. Journal of Failure Analysis and Prevention, 21:1220–1230, 2021. doi: 10.1007/s11668-021-01154-2.
  • [4] D. Cekus, P. Kwiatoń, and T. Geisler. The dynamic analysis of load motion during the interaction of wind pressure. Meccanica, 56:785–796, 2021. doi: 10.1007/s11012-020-01234-x.
  • [5] J. Yuan, C. Schwingshackl, C. Wong, and L. Salles. On an improved adaptive reduced-order model for the computation of steady-state vibrations in large-scale non-conservative systems with friction joints. Nonlinear Dynamics, 103:3283–3300, 2021. doi: 10.1007/s11071-020-05890-2.
  • [6] H. Zhu, J. Li, W. Tian, S. Weng, Y. Peng, Z. Zhang, and Z. Chen. An enhanced substructure-based response sensitivity method for finite element model updating of large-scale structures. Mechanical Systems and Signal Processing, 154:107359, 2021. doi: 10.1016/j.ymssp.2020.107359.
  • [7] I. Golvin and S. Palis. Robust control for active damping of elastic gantry crane vibrations. Mechanical Systems and Signal Processing, 121:264–278, 2019. doi: 10.1016/j.ymssp. 2018.11.005.
  • [8] L. Sowa, W. Piekarska, T. Skrzypczak, and P. Kwiatoń. The effect of restraints type on the generated stresses in gantry crane beam. MATEC Web Conferences, 157:02046, 2018. doi: 10.1051/matecconf/201815702046.
  • [9] Y.A. Onur and H. Gelen. Design and deflection evaluation of a portal crane subjected to traction load. Materials Testing, 62(11):1131–1137, 2020. doi: 10.3139/120.111597.
  • [10] Y.A. Onur and H. Gelen. Investigation on endurance evaluation of a portal crane: experimental, theoretical and finite element analysis. Materials Testing, 62(4):357–364. 2020. doi: 10.3139/120.111491.
  • [11] A. Komarov, A. Grachev, A. Gabriel, and N. Mokhova. Simulation of the misalignment process of an overhead crane in Matlab/Simulink. E3S Web Conferences, 304:02008, 2021. doi:10.1051/e3sconf/202130402008.
  • [12] A. Cibicik, E. Pedersen, and O. Egeland. Dynamics of luffing motion of a flexible knuckle boom crane actuated by hydraulic cylinders. Mechanism and Machine Theory, 143:103616, 2020. doi: 10.1016/j.mechmachtheory.2019.103616.
  • [13] D. Cekus and P. Kwiatoń. Effect of the rope system deformation on the working cycle of the mobile crane during interaction of wind pressure. Mechanism and Machine Theory, 153:104011, 2020. doi: 10.1016/j.mechmachtheory.2020.104011.
  • [14] D. Ostric, N. Zrnic, and A. Brkic. A modeling of bridge cranes for research of dynamic phenomena during their movement. Tehnika – Mašinstvo, 51(3-4):1–6, 1996.
  • [15] T. Wang, N. Tan, X. Zhang, G. Li, S. Su, J. Zhou, J. Qiu, Z, Wu, Y. Zhai, and R. Donida Labati. A time-varying sliding mode control method for distributed-mass double pendulum bridge crane with variable parameters. IEEE Access, 9:75981–75992, 2021. doi: 10.1109/access. 2021.3079303.
  • [16] M.S. Komarov. Dynamics of load-carrying machines. Madagiz, Moscow, 1962. (in Russian).
  • [17] S. Dedijer. Dynamic coefficients in operation of bridge cranes of small and medium load capacity. D.Sc. Thesis, Faculty of Mechanical Engineering, Belgrade, Jugoslavia, 1970.
  • [18] D. Scap. Dynamic loads of the bridge crane when lifting loads. Tehnika - Strojarstvo, 24(6):307– 315, 1982.
  • [19] H.A. Lobov. Dynamics of load-carrying cranes. Mechanical Engineering, Moscow, Russia, 1987. (in Russian).
  • [20] D. Ostric, A. Brkic, and N. Zrnic. The analysis of influence of swing of the cargo and rigidity of driving shafts of mechanism for moving to the dynamic behaviour of the bridge crane. Proceedings of IX IFToMM Congress, Milano, 1995.
  • [21] D. Ostric, A. Brkic, and N. Zrnic. The analysis of bridge cranes dynamic behaviour during the work of hoisting mechanism. Proceedings of XIV IcoMHaW, Faculty of Mechanical Engineering, Belgrade, 1996.
  • [22] M. Delić, M. Čolić, E. Mešić, and N. Pervan. Analytical calculation and FEM analysis main girder double girder bridge crane. TEM Journal, 6(1):48–52, 2017. doi: 10.18421/TEM61-07.
  • [23] M. Delić, N. Pervan, M. Čolić, and E. Mešić. Theoretical and experimental analysis of the main girder double girder bridge cranes. International Journal of Advanced and Applied Sciences, 6(4):75–80, 2019. doi: 10.21833/ijaas.2019.04.009.
  • [24] H. A. Hobov. Calculation of dynamic loads of bridge cranes when lifting a load. Bulletin of Mechanical Engineering, 5:37–41, 1977. (in Russian).
  • [25] D. Ostric, A. Brkic, and N. Zrnic. Influence of driving-shaf to dynamic behavior of the bridge crane in horizontal plane, modeled with several concentrated masses during the acceleration. FME Transactions, 2: 25–30, 1993.
  • [26] S.G. Kelly. Mechanical Vibrations – Theory and Applications, Global Engineering, Stamford, USA, 2012.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-bd1ee83d-f4bc-4cef-b050-20b1a9bdc8a6
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