Dynamics Analyses of Swing Structure Subject to Rotational Forces
Authors: Buntheng Chhorn, WooYoung Jung
Abstract:
Large-scale swing has been used in entertainment and performance, especially in circus, for a very long time. To increase the safety of this type of structure, a thorough analysis for displacement and bearing stress was performed for an extreme condition where a full cycle swing occurs. Different masses, ranging from 40 kg to 220 kg, and velocities were applied on the swing. Then, based on the solution of differential dynamics equation, swing velocity response to harmonic force was obtained. Moreover, the resistance capacity was estimated based on ACI steel structure design guide. Subsequently, numerical analysis was performed in ABAQUS to obtain the stress on each frame of the swing. Finally, the analysis shows that the expansion of swing structure frame section was required for mass bigger than 150kg.
Keywords: Swing structure, displacement, bearing stress, dynamic loads response, finite element analysis.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1315767
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[1] K. Koorehdavoudi, S. Roy, T. Prevost, F. Xavier, P. Panciatici, and V. M. Venkatasubramanian, “Input-output properties of the swing dynamics for power transmission networks with hvdc modulation,” IFAC-PapersOnLine, 2017, vol. 50, no. 1, pp. 5442-5447.
[2] A. K. Chopra, “Dynamics of structures,” 1995, vol. 3, pp. 339, New Jersey: Prentice hall.
[3] ASTM International “Standard Specification for Cold-Form Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes”
[4] P. Korba, E. Scholtz, A. Leirbukt, and K. Uhlen “Combining forces to provide stability”, ABB Review, 2007, vol. 3, pp. 34-38.
[5] J. J. Sanchez-Gasca, and J. H. Chow “Power system reduction to simplify the design of damping controllers for interarea oscillations,” IEEE Transactions on Power Systems, 1996, vol. 11, no. 3, pp. 1342-1349.
[6] E. T. Whittaker, “A treatise on the analytical dynamics of particles and rigid bodies,” 1988, Cambridge University Press.
[7] B. Standard, “Structural use of steelwork in building” BS 5950-1: 2000. —part, 1.