DOI QR코드

DOI QR Code

Behavior of steel storage pallet racking connection - A review

  • Chen, Chulin (School of Architecture and Art, Central South University) ;
  • Shi, Lei (School of Architecture and Art, Central South University) ;
  • Shariati, Mahdi (Faculty of Civil Engineering, University of Tabriz) ;
  • Toghroli, Ali (Department of Civil Engineering, South Tehran Branch, Islamic Azad University) ;
  • Mohamad, Edy Tonnizam (Centre of Tropical Geoengineering (GEOTROPIK), Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Bui, Dieu Tien (Institute of Research and Development, Duy Tan University) ;
  • Khorami, Majid (Universidad UTE, Facultad de Arquitectura y Urbanismo, Calle Rumipamba s/n y Bourgeois)
  • 투고 : 2018.11.13
  • 심사 : 2019.03.06
  • 발행 : 2019.03.10

초록

Steel pallet racking industry has globally used from the industrial revolution and has deeply evolved from hot-rolled profile into cold-formed profile to raise the optimization in engineering field. Nowadays, some studies regarding cold-formed steel profile have been performed, but fewer studies in terms of cold-formed pallet racking specifically in connection due to the semi-rigid behavior by lug-hooked into the upright have been conducted. The objective of this study is to review the related literature on steel storage racking connection behavior.

키워드

참고문헌

  1. Ahamed, H. and Mahendran, M. (2010), "Bolted beam-column moment connections between cold-formed steel members", Proceedings of the 21st Australasian Conference on the Mechanics of Structures and Materials (ACMSM 21), Victoria University, Melbourne, Australia.
  2. Andalib, Z., Kafi, M.A., Bazzaz, M. and Momenzadeh, S. (2018), "Numerical evaluation of ductility and energy absorption of steel rings constructed from plates", Eng. Struct., 169, 94-106. https://doi.org/10.1016/j.engstruct.2018.05.034
  3. Arabali, P., Sakhaeifar, M., Freeman, T., Wilson, B. and Borowiec, J. (2016), "Decision-making tool for the selection of pavement preservation treatments in general aviation airport pavements", In: International Conference on Transportation and Development 2016.
  4. Ardalan, H., Eslami, A. and Nariman-Zadeh, N. (2009), "Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms", Comput. Geotech., 36(4), 616-625. https://doi.org/10.1016/j.compgeo.2008.09.003
  5. Bajoria, K. and Talikoti, R. (2006), "Determination of flexibility of beam-to-column connectors used in thin walled cold-formed steel pallet racking systems", Thin-Wall. Struct., 44(3), 372-380. https://doi.org/10.1016/j.tws.2006.01.007
  6. Baldassino, N., Bernuzzi, C., di Gioia, A. and Simoncelli, M. (2019), "An experimental investigation on solid and perforated steel storage racks uprights", J. Constr. Steel Res., 155, 409-425. https://doi.org/10.1016/j.jcsr.2019.01.008
  7. Bao, Y., Tang, F., Chen, Y., Meng, W., Huang, Y. and Chen, G. (2016), "Concrete pavement monitoring with PPP-BOTDA distributed strain and crack sensors", Smart Struct. Syst., Int. J., 18(3), 405-423. https://doi.org/10.12989/sss.2016.18.3.405
  8. Bazzaz, M., Darabi, M.K., Little, D.N. and Garg, N. (2018), "A straightforward procedure to characterize nonlinear viscoelastic response of asphalt concrete at high temperatures", In: Transportation Research Record. Transportation Research Board 96th Annual Meeting, 2672, pp. 481-492.
  9. Bernuzzi, C. and Castiglioni, C.A. (2001), "Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks", Thin-Wall. Struct., 39(10), 841-859. https://doi.org/10.1016/S0263-8231(01)00034-9
  10. Bernuzzi, C. and Simoncelli, M. (2016), "An advanced design procedure for the safe use of steel storage pallet racks in seismic zones", Thin-Wall. Struct., 109, 73-87. https://doi.org/10.1016/j.tws.2016.09.010
  11. Bernuzzi, C. and Simoncelli, M. (2017), "Steel storage pallet racks in seismic zones: Advanced vs. standard design strategies", Thin-Wall. Struct., 116, 291-306. https://doi.org/10.1016/j.tws.2017.03.002
  12. Bertocci, L., Comparini, D., Lavacchini, G., Orlando, M., Salvatori, L. and Spinelli, P. (2017), "Experimental, numerical, and regulatory P-Mx-My domains for cold-formed perforated steel uprights of pallet-racks", Thin-Wall. Struct., 119, 151-165. https://doi.org/10.1016/j.tws.2017.06.001
  13. Cardoso, F.S. and Rasmussen, K.J. (2016), "Finite element (FE) modelling of storage rack frames", J. Constr. Steel Res., 126, 1-14. https://doi.org/10.1016/j.jcsr.2016.06.015
  14. Dai, L., Zhao, X. and Rasmussen, K.J. (2018), "Flexural behaviour of steel storage rack beam-to-upright bolted connections", Thin-Wall. Struct., 124, 202-217. https://doi.org/10.1016/j.tws.2017.12.010
  15. El Kadi, B. and Kiymaz, G. (2015), "Behavior and design of perforated steel storage rack columns under axial compression", Steel Compos. Struct., Int. J., 18(5), 1259-1277. https://doi.org/10.12989/scs.2015.18.5.1259
  16. El Kadi, B., Cosgun, C., Mangir, A. and Kiymaz, G. (2017), "Strength upgrading of steel storage rack frames in the downaisle direction", Steel Compos. Struct., Int. J., 23(2), 143-152. https://doi.org/10.12989/scs.2017.23.2.143
  17. Elias, G.C., de Almeida Neiva, L.H., Sarmanho, A.M.C., Alves, V.N. and e Castro, A.F.B. (2018), "Ultimate load of steel storage systems uprights", Eng. Struct., 170, 53-62. https://doi.org/10.1016/j.engstruct.2018.05.078
  18. EN 1993-1-1 (2005), Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings.
  19. Eslami, A., Mola-Abasi, H. and Shourijeh, P.T. (2014), "A polynomial model for predicting liquefaction potential from cone penetration test data", Scientia Iranica. Transact. A, Civil Eng., 21(1), 44.
  20. Markazi, F.D., Beale, R.G. and Godley, M.H.R. (1997), "Experimental analysis of semi-rigid boltless connectors", Thin-Wall. Struct., 28(1), 57-87. https://doi.org/10.1016/S0263-8231(97)00003-7
  21. Faggiano, B., Marzo, A., Mazzolani, F.M. and Calado, L.M. (2009), "Analysis of rectangular-shaped collar connectors for composite timber-steel-concrete floors: Push-out tests", J. Civil Eng. Manag., 15(1), 47-58. https://doi.org/10.3846/1392-3730.2009.15.47-58
  22. Firouzianhaji, A., Saleh, A. and Samali, B. (2014), "Stability analysis of steel storage rack structures", Proceedings of the 23rd Australasian Conference on the Mechanics of Structures and Materials (ACMSM23), Byron Bay, Australia, December.
  23. Freeman, T.J., Borowiec, J.D., Wilson, B., Arabali, P. and Sakhaeifar, M. (2016), Pavement maintenance guidelines for general aviation airport management.
  24. Gerami, M., Bazzaz, M., Andalib, Z. and Bazzaz, M. (2008), "Retrofit of Reinforced Concrete Frame with Steel Bracing System", Proceedings of the 14th International Civil Engineering Student Conference, Semnan, Iran, 14, pp. 1-17.
  25. Gholhaki, M., Bazzaz, M., Mousavian, M. and Shojaei, B. (2008), "Seismic Behavior of Eccentric Braced System", Proceedings of the 14th International Civil Engineering Student Conference, Semnan, Iran, 14, pp. 1-10.
  26. Grecea, D., Stratan, A., Ciutina, A. and Dubina, D. (2004), "Rotation capacity of MR beam-to-column joints under cyclic loading", Connections in Steel Structures V, Amsterdam, 141-154.
  27. Gusella, F., Orlando, M., Vignoli, A. and Thiele, K. (2018), "Flexural capacity of steel rack connections via the component method", The Open Constr. Build. Technol. J., 12(1).
  28. Haddad, A., Abbas, S. and Bazzaz, M. (2008), "Investigation of Seismic Behavior of Soil under Severe Grand Motion", Proceedings of the 14th International Civil Engineering Student Conference, Semnan, Iran, 14, pp. 1-6.
  29. Haji Agha Mohammad Zarbaf, S.E., Norouzi, M., Allemang, R.J., Hunt, V.J. and Helmicki, A. (2017a), "Stay cable tension estimation of cable-stayed bridges using genetic algorithm and particle swarm optimization", J. Bridge Eng., 22(10), 05017008. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001130
  30. Haji Agha Mohammad Zarbaf, S.E., Norouzi, M., Allemang, R.J., Hunt, V.J., Helmicki, A. and Nims, D.K. (2017b), "Stay force estimation in cable-stayed bridges using stochastic subspace identification methods", J. Bridge Eng., 22(9), 04017055. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001091
  31. Hosseinpour, E., Baharom, S., Badaruzzaman, W.H.W., Shariati, M. and Jalali, A. (2018), "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., Int. J., 26(4), 485-499.
  32. Kanyilmaz, A., Castiglioni, C.A., Brambilla, G. and Chiarelli, G.P. (2016), "Experimental assessment of the seismic behavior of unbraced steel storage pallet racks", Thin-Wall. Struct., 108, 391-405. https://doi.org/10.1016/j.tws.2016.09.001
  33. Kheyroddin, A., Bazzaz, M., Navan, Y.S. and Bazzaz, M. (2008), "The complication and weakness of construction of steel structure", Proceedings of the 14th International Civil Engineering Student Conference, Semnan, Iran, 14, pp. 1-9.
  34. Kumar, P.S.R.S.K.a.P.A.R.S. (2013), nptel.iitm.ac.in
  35. Lewis, D.R. (1991), Fail-safe storage rack for irradiated fuel rod assemblies; U.S. Patent, West Mifflin, PA, USA.
  36. Li, C., Zhang, Y., Tu, W., Jun, C., Liang, H. and Yu, H. (2017), "Soft measurement of wood defects based on LDA feature fusion and compressed sensor images", J. Forestry Res., 28(6), 1285-1292. https://doi.org/10.1007/s11676-017-0395-6
  37. Mansouri, I., Safa, M., Ibrahim, Z., Kisi, O., Tahir, M.M., Baharom, S. and Azimi, M. (2016), "Strength prediction of rotary brace damper using MLR and MARS", Struct. Eng. Mech., Int. J., 60(3), 471-488. https://doi.org/10.12989/sem.2016.60.3.471
  38. McGuire, D.J. (1995), "Notes on Semi-Rigid Connections", Retrieved 01 March, 2015. URL: http://femci.gsfc.nasa.gov/semirigid/
  39. Mehrmashhadi, J., Tang, Y., Zhao, X., Xu, Z., Pan, J.J., Van Le, Q. and Bobaru, F. (2018), "The Effect of Solder Joint Microstructure on the Drop Test Failure: a Peridynamic Analysis", IEEE Transact. Compon. Packag. Manuf. Technol.
  40. Mohammadhassani, M., Jumaat, M.Z. and Jameel, M. (2012), "Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams", Constr. Build. Mater., 30, 265-273. https://doi.org/10.1016/j.conbuildmat.2011.12.004
  41. Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2013), "Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams", Struct. Eng. Mech., Int. J., 46(6), 853-868. https://doi.org/10.12989/sem.2013.46.6.853
  42. Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2014a), "An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups", Smart Struct. Syst., Int. J., 14(5), 785-809. https://doi.org/10.12989/sss.2014.14.5.785
  43. Mohammadhassani, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2014b), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., Int. J., 48(6), 833-848.
  44. Mola-Abasi, H., Eslami, A. and Shourijeh, P.T. (2013), "Shear wave velocity by polynomial neural networks and genetic algorithms based on geotechnical soil properties", Arab. J. Sci. Eng., 38(4), 829-838. https://doi.org/10.1007/s13369-012-0525-6
  45. Nasrollahi, S., Maleki, S., Shariati, M., Marto, A. and Khorami, M. (2018), "Investigation of pipe shear connectors using push out test", Steel Compos. Struct., Int. J., 27(5), 537-543.
  46. Paknahad, M., Bazzaz, M. and Khorami, M. (2018), "Shear capacity equation for channel shear connectors in steel-concrete composite beams", Steel Compos. Struct., Int. J., 28(4), 483-494.
  47. Sadeghipour Chahnasir, E., Zandi, Y., Shariati, M., Dehghani, E., Toghroli, A., Mohamed, E.T., Shariati, A., Safa, M., Wakil, K. and Khorami, M. (2018), "Application of support vector machine with firefly algorithm for investigation of the factors affecting the shear strength of angle shear connectors", Smart Struct. Syst., Int. J., 22(4), 413-424.
  48. Safa, M., Shariati, M., Ibrahim, Z., Toghroli, A., Baharom, S.B., Nor, N.M. and Petkovic, D. (2016), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., Int. J., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  49. Sarangapani, G. and Ganguli, R. (2017), "Detection of local matrix cracks in composite beam using modal data and modular radial basis neural networks", ISSS J. Micro Smart Syst., 6(2), 127-140. https://doi.org/10.1007/s41683-017-0013-z
  50. Sedghi, Y., Zandi, Y., Toghroli, A., Safa, M., Mohamad, E.T., Khorami, M. and Wakil, K. (2018), "Application of ANFIS technique on performance of C and L shaped angle shear connectors", Smart Struct. Syst., Int. J., 22(3), 335-340.
  51. Shah, S.N.R., Sulong, N.R., Shariati, M. and Jumaat, M.Z. (2015), "Steel rack connections: identification of most influential factors and a comparison of stiffness design methods", PloS one, 10(10), e0139422. https://doi.org/10.1371/journal.pone.0139422
  52. Shah, S.N.R., Sulong, N.R., Jumaat, M.Z. and Shariati, M. (2016a), "State-of-the-art review on the design and performance of steel pallet rack connections", Eng. Fail. Anal., 66, 240-258. https://doi.org/10.1016/j.engfailanal.2016.04.017
  53. Shah, S.N.R., Sulong, N.R., Shariati, M., Khan, R. and Jumaat, M.Z. (2016b), "Behavior of steel pallet rack beam-to-column connections at elevated temperatures", Thin-Wall. Struct., 106, 471-483. https://doi.org/10.1016/j.tws.2016.05.021
  54. Shah, S.N.R., Sulong, N.R., Khan, R., Jumaat, M.Z. and Shariati, M. (2016c), "Behavior of industrial steel rack connections", Mech. Syst. Signal Process., 70-71, 725-740. https://doi.org/10.1016/j.ymssp.2015.08.026
  55. Shahabi, S., Sulong, N., Shariati, M. and Shah, S. (2016), "Performance of shear connectors at elevated temperatures - A review", Steel Compos. Struct., Int. J., 20(1), 185-203. https://doi.org/10.12989/scs.2016.20.1.185
  56. Shahnazar, S., Bagheri, S., TermehYousefi, A., Mehrmashhadi, J., Karim, M.S.A. and Kadri, N.A. (2018), "Structure, mechanism, and performance evaluation of natural gas hydrate kinetic inhibitors", Rev. Inorganic Chem., 38(1), 1-19. https://doi.org/10.1515/revic-2017-0013
  57. Sharbatdar, M., Bazzaz, M., Esmaeili, H. and Bazzaz, M. (2008), "Influence of Transverse Loading on the Stability of Slender Unreinforced Masonry Walls", Proceedings of the 14th International Civil Engineering Student Conference, Semnan, Iran, 14, pp. 1-12.
  58. Shariati, M., Tahir, M.M., Wee, T.C., Shah, S.N.R., Jalali, A., Abdullahi, M.A.M. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014
  59. Shifferaw, Y. (2012), Cold-formed steel beam-column applications in residential and commercial midrise buildings.
  60. Sohel, K.M.A., Liew, J.R., Yan, J.B., Zhang, M.H. and Chia, K.S. (2012), "Behavior of steel-concrete-steel sandwich structures with lightweight cement composite and novel shear connectors", Compos. Struct., 94(12), 3500-3509. https://doi.org/10.1016/j.compstruct.2012.05.023
  61. Talaiekhozani, A., Keyvanfar, A., Andalib, R., Samadi, M., Shafaghat, A., Kamyab, H., Majid, M.A., Zin, R.M., Fulazzaky, M.A., Lee, C.T. and Hussin, M.W. (2014), "Application of Proteus mirabilis and Proteus vulgaris mixture to design selfhealing concrete", Desalin. Water Treat., 52(19-21), 3623-3630. https://doi.org/10.1080/19443994.2013.854092
  62. Toghroli, A., Mohammadhassani, M., Suhatril, M., Shariati, M. and Ibrahim, Z. (2014), "Prediction of shear capacity of channel shear connectors using the ANFIS model", Steel Steel Compos. Struct., Int. J., 17(5), 623-639. https://doi.org/10.12989/scs.2014.17.5.623
  63. Toghroli, A., Darvishmoghaddam, E., Zandi, Y., Parvan, M., Safa, M., Abdullahi, M.A.M., Heydari, A., Wakil, K., Gebreel, S.A. and Khorami, M. (2018a), "Evaluation of the parameters affecting the Schmidt rebound hammer reading using ANFIS method", Comput. Concrete, Int. J., 21(5), 525-530.
  64. Toghroli, A., Shariati, M., Sajedi, F., Ibrahim, Z., Koting, S., Mohamad, E.T. and Khorami, M. (2018b), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst., Int. J., 22(4), 433-440.
  65. Trouncer, A.N. and Rasmussen, K.J.R. (2016), "Ultra-light gauge steel storage rack frames. Part 1: Experimental investigations", J. Constr. Steel Res., 124, 57-76. https://doi.org/10.1016/j.jcsr.2016.05.014
  66. Uma, S.R. and Beattie, G. (2011), "Observed performance of industrial pallet rack storage systems in the canterbury earthquakes", Bull. New Zealand Soc. Earthq. Eng., 44(4), 388-393. https://doi.org/10.5459/bnzsee.44.4.388-393
  67. Yin, L., Tang, G., Zhang, M., Wang, B. and Feng, B. (2016), "Monotonic and cyclic response of speed-lock connections with bolts in storage racks", Eng. Struct., 116, 40-55. https://doi.org/10.1016/j.engstruct.2016.02.032
  68. Yin, L., Tang, G., Li, Z. and Zhang, M. (2018), "Responses of cold-formed steel storage racks with spine bracings using speedlock connections with bolts I: Static elastic-plastic pushover analysis", Thin-Wall. Struct., 125, 51-62. https://doi.org/10.1016/j.tws.2018.01.005
  69. Zandi, Y., Shariati, M., Marto, A., Wei, X., Karaca, Z., Dao, D., Toghroli, A., Hashemi, M.H., Sedghi, Y., Wakil, K. and Khorami, M. (2018), "Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake", Steel Compos. Struct., Int. J., 28(4), 439-447.
  70. Zhao, X., Wang, T., Chen, Y. and Sivakumaran, K.S. (2014), "Flexural behavior of steel storage rack beam-to-upright connections", J. Constr. Steel Res., 99, 161-175. https://doi.org/10.1016/j.jcsr.2014.04.007
  71. Zhao, X., Dai, L., Wang, T., Sivakumaran, K.S. and Chen, Y. (2017), "A theoretical model for the rotational stiffness of storage rack beam-to-upright connections", J. Constr. Steel Res., 133, 269-281. https://doi.org/10.1016/j.jcsr.2017.02.014
  72. Zhao, J., Chen, Z., Mehrmashhadi, J. and Bobaru, F. (2018a), "Construction of a peridynamic model for transient advectiondiffusion problems", Int. J. Heat Mass Transfer, 126, 1253-1266. https://doi.org/10.1016/j.ijheatmasstransfer.2018.06.075
  73. Zhao, X., Dai, L. and Rasmussen, K.J. (2018b), "Hysteretic behaviour of steel storage rack beam-to-upright boltless connections", J. Constr. Steel Res., 144, 81-105. https://doi.org/10.1016/j.jcsr.2018.01.006

피인용 문헌

  1. Experimental study on axial compressive behavior of welded built-up CFT stub columns made by cold-formed sections with different welding lines vol.34, pp.3, 2019, https://doi.org/10.12989/scs.2020.34.3.347
  2. Numerical study on the axial compressive behavior of built-up CFT columns considering different welding lines vol.34, pp.3, 2019, https://doi.org/10.12989/scs.2020.34.3.377
  3. Computational estimation of the earthquake response for fibre reinforced concrete rectangular columns vol.34, pp.5, 2019, https://doi.org/10.12989/scs.2020.34.5.743
  4. Elevated temperature resistance of concrete columns with axial loading vol.9, pp.4, 2019, https://doi.org/10.12989/acc.2020.9.4.355
  5. Computational earthquake performance of plan-irregular shear wall structures subjected to different earthquake shock situations vol.18, pp.5, 2020, https://doi.org/10.12989/eas.2020.18.5.567
  6. The effects of ABC, ICA, and PSO optimization techniques on prediction of ripping production vol.36, pp.4, 2019, https://doi.org/10.1007/s00366-019-00770-9
  7. Experimentally and Numerically Investigating the Performances of Aramid Fiber-Reinforced Steel Beams Under Impact Loadings vol.45, pp.10, 2019, https://doi.org/10.1007/s13369-020-04608-1
  8. Influence of porosity and cement grade on concrete mechanical properties vol.10, pp.5, 2019, https://doi.org/10.12989/acc.2020.10.5.393
  9. Smart estimation of automatic approach in enhancing the road safety under AASHTO Standard specification and STM vol.79, pp.3, 2021, https://doi.org/10.12989/sem.2021.79.3.389
  10. An optimized machine learning based moment-rotation analysis of steel pallet rack connections vol.79, pp.4, 2021, https://doi.org/10.12989/sem.2021.79.4.499
  11. Application of multi-hybrid metaheuristic algorithm on prediction of split-tensile strength of shear connectors vol.28, pp.2, 2019, https://doi.org/10.12989/sss.2021.28.2.167