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Behavioral Characteristics Investigation of Rack Structure Depending on Forklift Impact Scenarios and Storage Distributions

지게차 충돌 위치 및 보관물류 분포에 따른 선반구조물의 거동특성분석

  • Ok, Seung-Yong (Department of Civil, Safety and Environmental Engineering, Hankyong National University) ;
  • Kwon, Oh-Yong (Department of Civil, Safety and Environmental Engineering, Hankyong National University) ;
  • Paik, Shin Won (Department of Civil, Safety and Environmental Engineering, Hankyong National University)
  • 옥승용 (한경대학교 토목안전환경공학과) ;
  • 권오용 (한경대학교 토목안전환경공학과) ;
  • 백신원 (한경대학교 토목안전환경공학과)
  • Received : 2013.07.02
  • Accepted : 2013.10.17
  • Published : 2013.10.31

Abstract

The statistics of recent accidents in warehouses show that a heavy toll of lives were produced by various accidents, e.g. collision, overturn, fall, slip, exposure to harmful substances or environments, etc. Of significant concern amongst them is the collision, especially the collision between forklift and storage rack structure. Accordingly, this study focuses on behavioral characteristics of rack structure subjected to dynamic impact loading of a forklift. For this purpose, time-domain response analysis has been performed on a standard 2-bay six-story rack structure consisting of columns, beams and bracing members with perforated open section. In order to investigate the most critical scenario, the impact loads are applied in both down-aisle and cross-aisle directions, and the impact locations are also varied along the shelves of the palettes. In order to deal with storage distributions, three types of rack structures are further taken into account: original empty rack structure with no storage, half-loaded rack structure and fully-loaded rack structure. The numerical simulation results demonstrate that the dynamic characteristics of the rack structure are significantly dependent on the distribution of the storage goods and its natural period varies from 0.24sec to 1.06sec, approximately 4.4 times. Further, the parametric studies show that the forklift impact is most critical to the safety of the rack structure when it collides either at the base or at the top of the rack structure.

Keywords

References

  1. K. M. Bajoria, K. K. Sangle and R. S. Talicotti, "Modal Analysis of Cold-formed Pallet Rack Structures withSemi-rigid Connections", Journal of Constructional Steel Research, Vol. 66, pp. 428-441, 2010. https://doi.org/10.1016/j.jcsr.2009.10.005
  2. K. K. Sangle, K. M. Bajoria and R. S. Talicotti, "Stability and Dynamic Analysis of Cold-formed Storage Rack Structures with Semirigid Connections", International Journal of Structural Stability and Dynamics, Vol. 11, No. 6, pp. 1059-1088, 2011. https://doi.org/10.1142/S0219455411004476
  3. C. Affolter, G. Piskoty, L. Wullschleger and B. Weisse, "Collapse of a High Storage Rack", Engineering Failure Analysis, Vol. 16, pp. 1846-1855, 2009. https://doi.org/10.1016/j.engfailanal.2008.09.011
  4. D. Koen, "Structural Capacity of Light Gauge Steel Storage Rack Uprights", Master Dissertation, School of Civil Engineering, The University of Sydney, Aug. 2008.
  5. B. P. Gilbert and K. Jr. Rasmussen, "Determination of Accidental Forklift Truck Impact Forces on Drive-in Steel Rack Structures", Engineering Structures, Vol. 33, pp. 1403-1409, 2011. https://doi.org/10.1016/j.engstruct.2010.10.022
  6. B. P. Gilbert and K. Jr. Rasmussen, "Impact Tests and Parametric Impact Studies on Drive-in Steel Storage Racks", Engineering Structures, Vol. 33, pp. 1410-1422, 2011. https://doi.org/10.1016/j.engstruct.2011.01.017
  7. I. Rosin, L. Calado, J. Proenca, P. Carydis, H. Mouzakis, C. Castiglioni, J. C. Brescianini, A. Plumier, H. Degee, P. Negro and F. J. Molina, Storage Racks in Seismic Areas, Report EUR 23744 EN, European Commission, 2009.
  8. N. M. Newmark, "A Method of Computation for Structural Dynamics", Journal of Engineering Mechanics, ASCE, Vol. 85, (EM3), pp. 67-94, 1959.

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  2. Efficient Vibration Control Approach of Two Identical Adjacent Structures vol.29, pp.3, 2014, https://doi.org/10.14346/JKOSOS.2014.29.3.056
  3. Seismic Response Analysis of a Two-Mass Rack System Considering Frictional Behavior vol.31, pp.6, 2018, https://doi.org/10.7734/COSEIK.2018.31.6.347