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Journal articles on the topic 'Steel storage pallet rack'

Author: Grafiati

Published: 20 February 2023

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1

Sideris, Petros, Andre Filiatrault, Martin Leclerc, and Robert Tremblay. "Experimental Investigation on the Seismic Behavior of Palletized Merchandise in Steel Storage Racks." Earthquake Spectra 26, no. 1 (2010): 209–33. http://dx.doi.org/10.1193/1.3283389.

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The seismic hazard associated with failure of storage racks in retail facilities open to public depends on the behavior of the rack frames and the response of stored merchandise. In this study, the seismic behavior of palletized merchandise stored on shelves of pallet-type steel storage racks is investigated and the concept of incorporating slightly inclined shelving is proposed as a measure for mitigating merchandise shedding. Pull tests and shake table tests are conducted. The main objective of the pull tests is to investigate the frictional behavior at the interface between loaded pallets a

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2

Filiatrault, Andre, Peter S. Higgins, Assawin Wanitkorkul, James A. Courtwright, and Robert Michael. "Experimental Seismic Response of Base Isolated Pallet-Type Steel Storage Racks." Earthquake Spectra 24, no. 3 (2008): 617–39. http://dx.doi.org/10.1193/1.2942375.

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This paper presents the results of uniaxial and triaxial shake table tests performed on directly anchored and base isolated steel pallet storage racks loaded with simulated and real merchandise. The new base isolation system provides seismic isolation in the cross-aisle direction of a rack only, while providing similar restraints as conventional bolted base plates in the down-aisle direction. The objective of the isolation in the cross-aisle direction is to reduce the horizontal accelerations of the rack in order to reduce content spillage and structural damage during a major seismic event, wi

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3

Neiva, Luiz, Juliane Aparecida Braz Starlino, Guilherme Elias, Arlene Maria Cunha Sarmanho, and Vinícius Nicchio Alves. "Industrial storage system continuous perforated uprights: a combined design proposal." Revista de la construcción 21, no. 2 (2022): 204–14. http://dx.doi.org/10.7764/rdlc.21.2.204.

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Brazilian standards for design of cold-formed steel (ABNT NBR 14762:2010, 2010) and design of pallet racks (ABNT NBR 15524-2:2007, 2007) have different procedures to determine the strength of columns under axial compression, using different buckling curves. This paper aims to evaluate the efficiency of using cold-formed Brazilian standard buckling design curve instead of the formulations of the pallet-rack design standard to study the use viability of the equations in the calculation procedure for computing the uprights compressive strength. This strength was calculated in four ways: one using

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4

Firouzianhaji, Ahmad, Nima Usefi, Bijan Samali, and Peyman Mehrabi. "Shake Table Testing of Standard Cold-Formed Steel Storage Rack." Applied Sciences 11, no. 4 (2021): 1821. http://dx.doi.org/10.3390/app11041821.

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Full-scale shake table investigations are strongly required to understand the actual performance of storage racks and to improve the rack design guidelines. This paper presents the results of full-scale shake table tests on New Zealand standard storage rack frames with two-bay and two-level to determine the dynamic characteristics of a standard rack structure and to measure the damping of the system. The experimental program was conducted in three phases. First, the identification parameters including the natural frequency and damping of the system were determined through a series of prelimina

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5

Bernuzzi, Claudio. "European and United States approaches for steel storage pallet rack design." Thin-Walled Structures 97 (December 2015): 308–20. http://dx.doi.org/10.1016/j.tws.2015.08.012.

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6

Filiatrault, Andre, Peter S. Higgins, Assawin Wanitkorkul, and James Courtwright. "Experimental Stiffness of Pallet-Type Steel Storage Rack Tier Drop Connectors." Practice Periodical on Structural Design and Construction 12, no. 4 (2007): 210–15. http://dx.doi.org/10.1061/(asce)1084-0680(2007)12:4(210).

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7

Riumin, V., Y. Solodovnik, and K. Riumina. "DETERMINATION OF BASE PLATE STIFFNESS OF STEEL STORAGE RACKS." Municipal economy of cities 4, no. 171 (2022): 63–69. http://dx.doi.org/10.33042/2522-1809-2022-4-171-63-69.

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In recent trends the development of structural steel using cold formed steel section plays a vital role in main frame construction of portal frames. These frames find its use in the construction of economic industrial, agricultural and residential buildings due to its lightweight and robustness. With the major claims in comparison with hot rolled steel profiles, cold formed steel possesses low cost, highly versatile with standard design procedures. Among various structural designs, industrial storage racks are the most prominent structures constructed using cold formed steel. It has been widel

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8

Filiatrault, André, Peter S. Higgins, and Assawin Wanitkorkul. "Experimental Stiffness and Seismic Response of Pallet-Type Steel Storage Rack Connectors." Practice Periodical on Structural Design and Construction 11, no. 3 (2006): 161–70. http://dx.doi.org/10.1061/(asce)1084-0680(2006)11:3(161).

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9

Cheng, Bo, and Zhenyu Wu. "Investigation of Shear Stiffness of Spine Bracing Systems in Selective Pallet Racks." Open Construction and Building Technology Journal 9, no. 1 (2015): 1–6. http://dx.doi.org/10.2174/1874836801509010001.

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This paper presents a general analysis on the shear stiffness of spine bracing systems of selective storage racks in the down-aisle direction. Unlike the architectural steel structure, the bearing capacity of bracing connection in the spine bracing systems of steel rack structure is weaker than that of bracing members. Firstly, destructive tests of spine bracing connection in single entry racks have been conducted. In the tests, a portion of column web around bolt holes is damaged due to the pull force of connecting bolts. Based on the experimental results, the finite element shell model of te

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10

Cheng, Bo, and Zhen Yu Wu. "Experimental Study on Lateral Stiffness and Dynamic Properties of Steel Drive-in Storage Racks." Applied Mechanics and Materials 351-352 (August 2013): 730–33. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.730.

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The static and free vibration tests were carried out to investigate the initial lateral stiffness and dynamic properties of steel drive-in storage racks. The bracing configuration and friction between pallets and rail beams were taken into consideration. The static test results indicate that the tested storage racks show sideways and torsional deformation modes under the single-point horizontal force. Both top plan bracings and back spine bracings can change the load transfer through the rack framework, strengthen the initial lateral stiffness of racks, but only back spine bracings can affect

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11

Gabbianelli, Giammaria. "Applied Element Modelling of Warping Effects in Thin-Walled C-Shaped Steel Sections." Buildings 11, no. 8 (2021): 328. http://dx.doi.org/10.3390/buildings11080328.

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The Applied Element Method (AEM) is a relatively recent numerical technique, originally conceived for simulating the large displacement nonlinear response of reinforced concrete, masonry and steel structures, and successful applications have been presented by various researchers. Recently, AEM was used to model the mechanical behaviour of steel storage pallet racks, i.e., particular cold-formed steel structures typically employed for storing goods and materials. Such systems are often subjected to peculiar displacements and stresses due to warping effects, which are inherent and often govern t

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12

Baldassino, Nadia, and Claudio Bernuzzi. "Analysis and behaviour of steel storage pallet racks." Thin-Walled Structures 37, no. 4 (2000): 277–304. http://dx.doi.org/10.1016/s0263-8231(00)00021-5.

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13

Bernuzzi, Claudio, Nikola Draskovic, and Marco Simoncelli. "European and United States approaches for steel storage pallet rack design. Part 2: Practical applications." Thin-Walled Structures 97 (December 2015): 321–41. http://dx.doi.org/10.1016/j.tws.2015.08.011.

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14

Adamakos, Konstantinos, Stefano Sesana, and Ioannis Vayas. "Interaction Between Pallets and Pallet Beams of Steel Storage Racks in Seismic Areas." International Journal of Steel Structures 18, no. 3 (2018): 1018–34. http://dx.doi.org/10.1007/s13296-018-0041-y.

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15

Filiatrault, André, Robert E. Bachman, and Michael G. Mahoney. "Performance-Based Seismic Design of Pallet-Type Steel Storage Racks." Earthquake Spectra 22, no. 1 (2006): 47–64. http://dx.doi.org/10.1193/1.2150233.

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This paper develops a performance-based seismic design procedure for pallet-type steel storage racks located in areas accessible to the public. Performance objectives for racks consistent with current building code procedures in the United States are defined. The paper focuses on collapse prevention of racks in their down-aisle direction under the Maximum Considered Earthquake (MCE) ground motions at the site. The down-aisle lateral load-resisting systems of racks are typically moment frames utilizing special proprietary beam-to-column moment-resisting connections that may result in large late

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16

DEGEE, HERVE, BARBARA ROSSI, and DENIS JEHIN. "GEOMETRICALLY NONLINEAR ANALYSIS OF STEEL STORAGE RACKS SUBMITTED TO EARTHQUAKE LOADING." International Journal of Structural Stability and Dynamics 11, no. 05 (2011): 949–67. http://dx.doi.org/10.1142/s0219455411004415.

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Steel storage racks are light and flexible structures. When submitted to earthquake loading, they can exhibit very large transverse displacements and are thus prone to significant consequences of second-order geometrical effects. In the context of the drafting of European recommendations for the design of steel pallet racks for their seismic resistance, this paper presents a parameter study comparing the various methods commonly used in practice for analyzing the seismic structural behavior of racks (i.e. "modal response spectrum analysis" and "lateral force method analysis") as well as the di

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17

Bernuzzi, Claudio, Alice Pieri, and Veronica Squadrito. "Warping influence on the static design of unbraced steel storage pallet racks." Thin-Walled Structures 79 (June 2014): 71–82. http://dx.doi.org/10.1016/j.tws.2014.01.024.

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18

Kanyilmaz, Alper, Carlo Andrea Castiglioni, Giovanni Brambilla, and Gian Paolo Chiarelli. "Experimental assessment of the seismic behavior of unbraced steel storage pallet racks." Thin-Walled Structures 108 (November 2016): 391–405. http://dx.doi.org/10.1016/j.tws.2016.09.001.

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19

Bernuzzi, Claudio, and Marco Simoncelli. "Steel storage pallet racks in seismic zones: Advanced vs. standard design strategies." Thin-Walled Structures 116 (July 2017): 291–306. http://dx.doi.org/10.1016/j.tws.2017.03.002.

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20

Bernuzzi, Claudio, Armando Gobetti, Giammaria Gabbianelli, and Marco Simoncelli. "Warping influence on the resistance of uprights in steel storage pallet racks." Journal of Constructional Steel Research 101 (October 2014): 224–41. http://dx.doi.org/10.1016/j.jcsr.2014.05.014.

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21

Bernuzzi, Claudio, Damiano Persico, and Marco Simoncelli. "Influence of floor deflections on the performance of steel storage pallet racks." Engineering Structures 123 (September 2016): 434–50. http://dx.doi.org/10.1016/j.engstruct.2016.03.066.

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22

Król, Paweł A., Magdalena Papadopoulos-Woźniak, and Jarosław Wójt. "Experimental tests on semi-rigid beam-to-column joints in steel storage pallet racks." Journal of Civil Engineering, Environment and Architecture XXX, no. 60 (2/13) (2013): 153–74. http://dx.doi.org/10.7862/rb.2013.23.

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23

Giordano, Saverio, Federico Gusella, Giovanni Lavacchini, Maurizio Orlando, and Paolo Spinelli. "03.20: Experimental tests on beam-end connectors of cold-formed steel storage pallet racks." ce/papers 1, no. 2-3 (2017): 669–78. http://dx.doi.org/10.1002/cepa.105.

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24

Galeotti, Claudio, Federico Gusella, Maurizio Orlando, and Paolo Spinelli. "On the seismic response of steel storage pallet racks with selective addition of bolted joints." Structures 34 (December 2021): 3806–17. http://dx.doi.org/10.1016/j.istruc.2021.10.001.

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25

Bernuzzi, Claudio, Armando Gobetti, Giammaria Gabbianelli, and Marco Simoncelli. "Simplified Approaches to Design Medium-Rise Unbraced Steel Storage Pallet Racks. I: Elastic Buckling Analysis." Journal of Structural Engineering 141, no. 11 (2015): 04015036. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001271.

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26

Bernuzzi, Claudio, Armando Gobetti, Giammaria Gabbianelli, and Marco Simoncelli. "Simplified Approaches to Design Medium-Rise Unbraced Steel Storage Pallet Racks. II: Fundamental Period Estimates." Journal of Structural Engineering 141, no. 11 (2015): 04015037. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001278.

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27

Bernuzzi, Claudio, and Marco Simoncelli. "An advanced design procedure for the safe use of steel storage pallet racks in seismic zones." Thin-Walled Structures 109 (December 2016): 73–87. http://dx.doi.org/10.1016/j.tws.2016.09.010.

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28

Bernuzzi, Claudio, and Marco Simoncelli. "EU and US design approaches for steel storage pallet racks with mono-symmetric cross-section uprights." Thin-Walled Structures 113 (April 2017): 181–204. http://dx.doi.org/10.1016/j.tws.2017.01.014.

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29

Bernuzzi, Claudio, and Carlo A. Castiglioni. "Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks." Thin-Walled Structures 39, no. 10 (2001): 841–59. http://dx.doi.org/10.1016/s0263-8231(01)00034-9.

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30

Lyu, Zhi-Jun, PeiCai Zhao, Qi Lu, Qian Xiang, and HongLiang Li. "Prediction of the Bending Strength of Boltless Steel Connections in Storage Pallet Racks: An Integrated Experimental-FEM-SVM Methodology." Advances in Civil Engineering 2020 (October 22, 2020): 1–17. http://dx.doi.org/10.1155/2020/5109204.

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Due to many differences in the material, geometry, and assembly method of the commercially available beam-end-connectors in steel storage pallet racks (SPR), no common numerical model has been universally accepted to accurately predict the M–θ behavior of complex semirigid connections so far. Despite the fact that the finite element method (FEM) and physical experiment have been used to obtain the mechanical performance of beam-to-column connections (BCCs), those methods have the disadvantages of high computational complexity and test cost. Taking, for example, the boltless steel connections,

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31

Ballio, G., C. Bernuzzi, and C. A. Castiglioni. "An approach for the seismic design of steel storage pallet racks (Ein Verfahren zur Bemessung stählerner Palettenlager unter seismischer Einwirkung)." Stahlbau 68, no. 11 (1999): 919–28. http://dx.doi.org/10.1002/stab.199903190.

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32

Mas’ud Alfanda, Abba. "Investigation of Seismic Behaviour of Steel Pallet Rack Frames." American Journal of Engineering and Technology Management 2, no. 2 (2017): 13. http://dx.doi.org/10.11648/j.ajetm.20170202.12.

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33

Mohan, Vimal, P. Prabha, J. Rajasankar, et al. "Cold-formed steel pallet rack connection: an experimental study." International Journal of Advanced Structural Engineering 7, no. 1 (2015): 55–68. http://dx.doi.org/10.1007/s40091-015-0082-9.

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34

Crisan, Andrei, and Adrian Ioan Dogariu. "Cold Rolling Effects on Material Properties in Pallet Rack Uprights." Open Civil Engineering Journal 11, no. 1 (2017): 319–31. http://dx.doi.org/10.2174/1874149501711010319.

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Pallet rack structures are usually made up of thin walled cold formed steel sections. The cold rolling process changes the material properties, increasing the yield strength and tensile strength across the section. According to EN1993-1-3, an equivalent yielding strength is allowed to be considered in design to account for the changes in material properties. It has to be mentioned that this approach does not take into account the residual stresses that arise following the forming process. The current paper presents the experimental evidence of residual stresses as result cold rolling process f

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35

Uma, S. R., and Graeme Beattie. "Observed performance of industrial pallet rack storage systems in the Canterbury earthquakes." Bulletin of the New Zealand Society for Earthquake Engineering 44, no. 4 (2011): 388–93. http://dx.doi.org/10.5459/bnzsee.44.4.388-393.

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In Christchurch, the industrial sectors with storage facilities incurred heavy economic loss due to the collapse of pallet rack systems and loss of contents during the recent the Darfield (2010) and Lyttleton (2011) earthquakes. The failure of such systems could be attributed to various reasons including inadequate design, inappropriate operational conditions, improper installation and lack of maintenance. This paper describes possible sources of damage in pallet racks due to earthquake action, which eventually could trigger the collapse failure mode of the storage system during a severe after

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36

Safronov, E. V., A. L. Nosko, and A. I. Balashova. "The influence of the length of the lining on the speed of movement of the pallet on the centrifugal friction roller." Nauchno-tekhnicheskiy vestnik Bryanskogo gosudarstvennogo universiteta 6, no. 4 (2020): 497–505. http://dx.doi.org/10.22281/2413-9920-2020-06-04-497-505.

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Pallet flow rack is one of the high-density storage systems. One of the main safety elements of the systems is a brake roller. Centrifugal frictional brake is the widely used type of the brake rollers, which used as speed governor for the pallet. The known method of calculation of the pallet speed on the flow rack does not take into account the length of the friction lining. In reality, the contact of the friction lining and the roller shell occurs in an arc that reaches the full length of the lining during operation. The method of calculating the speed of movement of the pallet on a centrifug

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37

Freitas, A. M. S., M. S. R. Freitas, and F. T. Souza. "Analysis of steel storage rack columns." Journal of Constructional Steel Research 61, no. 8 (2005): 1135–46. http://dx.doi.org/10.1016/j.jcsr.2005.02.004.

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38

Teh, Lip H., Gregory J. Hancock, and Murray J. Clarke. "Analysis and Design of Double-Sided High-Rise Steel Pallet Rack Frames." Journal of Structural Engineering 130, no. 7 (2004): 1011–21. http://dx.doi.org/10.1061/(asce)0733-9445(2004)130:7(1011).

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39

Shah, S. N. R., N. H. Ramli Sulong, Mahdi Shariati, R. Khan, and M. Z. Jumaat. "Behavior of steel pallet rack beam-to-column connections at elevated temperatures." Thin-Walled Structures 106 (September 2016): 471–83. http://dx.doi.org/10.1016/j.tws.2016.05.021.

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40

Shariati, Mahdi, M. M. Tahir, Tee Chin Wee, et al. "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections." Engineering Failure Analysis 85 (March 2018): 149–66. http://dx.doi.org/10.1016/j.engfailanal.2017.08.014.

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41

Gusella, Federico, Maurizio Orlando, Andrea Vignoli, and Klaus Thiele. "Flexural Capacity of Steel Rack Connections Via The Component Method." Open Construction and Building Technology Journal 12, no. 1 (2018): 90–100. http://dx.doi.org/10.2174/1874836801812010090.

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Background: In pallet rack structures, cold-formed steel (CFS) beams and columns are connected through dry joints, so beams can be easily disconnected according to changes of the rack geometric layout. Due to the great variety of connector types and member geometries, recent design codes recommend experimental tests on rack connections to assess their mechanical features. Nevertheless, tests only allow for the overall response of a joint to be evaluated, without providing information about the contribution of each component of the joint to its stiffness and strength. Objective: In this paper,

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42

Sharifullin, I. A., A. L. Nosko та E. V. Safronov. "Сomparative analysis of calculated and experimental studies of pallet movement speed on magnetic type brake roller". Russian Automobile and Highway Industry Journal 18, № 2 (2021): 148–59. http://dx.doi.org/10.26518/2071-7296-2021-18-2-148-159.

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Introduction. Increasing the efficiency of using a warehouse with a constant volume is an urgent task, the solution of which is possible through block or deep-lane storage systems. One such solution is the pallet flow rack, which saves up to 25% of the distance travelled by a forklift compared to the single-deep racks. The main element of the safe operation of the gravity roller conveyors used in a pallet flow rack is a brake roller. The most promising design is a magnetic (eddy current) type brake roller.The purpose of the work is to carry out a comparative analysis of the results of the calc

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43

Saderova, Janka, Andrea Rosova, Marian Sofranko, and Peter Kacmary. "Example of Warehouse System Design Based on the Principle of Logistics." Sustainability 13, no. 8 (2021): 4492. http://dx.doi.org/10.3390/su13084492.

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The warehouse process, as one of many logistics processes, currently holds an irreplaceable position in logistics systems in companies and in the supply chain. The proper function of warehouse operations depends on, among other things, the type of the used technology and their utilization. The research in this article is focused on the design of a warehouse system. The selection of a suitable warehouse system is a current research topic as the warehouse system has an impact on warehouse capacity and utilization and on the speed of storage activities. The paper presents warehouse system design

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44

Ungureanu, Viorel, Dan Dubina, Andrei Crisan, et al. "Koiter Asymptotic Analysis Of Thin-Walled Cold-Formed Steel Members." Acta Mechanica et Automatica 9, no. 4 (2015): 245–51. http://dx.doi.org/10.1515/ama-2015-0039.

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Abstract An imperfection sensitivity analysis of cold-formed steel members in compression is presented. The analysis is based on Koiter’s approach and Monte Carlo simulation. If the modes interaction is correctly accounted, than the limit load and the erosion of critical buckling load can be easily evaluated. Thousands of imperfection can be analysed with very low computational cost and an effective statistical evaluation of limit performance can be carried out. The analysis is done on pallet rack uprights in compression, based on an intensive experimental study carried out at the Politehnica

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45

Hancock, Gregory J. "Distortional Buckling of Steel Storage Rack Columns." Journal of Structural Engineering 111, no. 12 (1985): 2770–83. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:12(2770).

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46

Bernuzzi, Claudio, and Marco Simoncelli. "Seismic Design of Grana Cheese Cold-Formed Steel Racks." Buildings 10, no. 12 (2020): 246. http://dx.doi.org/10.3390/buildings10120246.

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Since few years ago only one typology of racks was used to store Grana cheese wheels for aging, which was designed focusing on the sole static behavior. Battened steel columns made by vertical tubes welded to horizontal angles were connected by means of wood boards supporting the wheels. In 2012, a strong earthquake occurred in Emilia Romagna (Italy) and a great number of these structures collapsed owing to the absence of checks for resistance against earthquakes. This catastrophic event plus the need to maximize the structural efficiency led to the development of a new typology of rack system

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47

Nuñez, Eduardo, Catalina Aguayo, and Ricardo Herrera. "Assessment of the Seismic Behavior of Selective Storage Racks Subjected to Chilean Earthquakes." Metals 10, no. 7 (2020): 855. http://dx.doi.org/10.3390/met10070855.

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A seismic performance evaluation of selective storage racks subjected to Chilean Earthquakes was conducted using nonlinear pushover and nonlinear dynamic time-history analyses. Nine seismic records with two horizontal components and magnitude Mw > 7.7 were applied to numerical models of prototype rack structures. The prototype racks were designed considering two types of soil and two aspect ratios. The inelastic behavior of beam connections was included in the models. The results showed a predominantly elastic behavior, mainly in the cross-aisle direction, in comparison to the down-aisle di

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48

Casafont, Miquel, Francesc Roure, Magdalena Pastor, Jordi Bonada, and Teoman Peköz. "Distortional buckling test for steel storage rack columns." Proceedings of the Institution of Civil Engineers - Structures and Buildings 166, no. 8 (2013): 392–402. http://dx.doi.org/10.1680/stbu.12.00055.

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49

RASMUSSEN, K. J. R., and B. P. GILBERT. "ANALYSIS-BASED 2D DESIGN OF STEEL STORAGE RACKS." International Journal of Structural Stability and Dynamics 11, no. 05 (2011): 929–47. http://dx.doi.org/10.1142/s0219455411004403.

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The paper presents a study of the capacities of steel rack frames based on linear analysis (LA), geometric nonlinear analysis (GNA), and geometric and material nonlinear analysis (GMNIA). In the case of linear and geometric nonlinear analyses, the design is carried out to the Australian cold-formed steel structures AS/NZS4600. The study includes braced, unbraced, and semi-braced frames, and compact and noncompact cross sections. The paper shows axial force and bending moment paths for geometric and geometric and material nonlinear analyses, and explains the differences observed in the design c

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50

Shah, S. N. R., N. H. Ramli Sulong, M. Z. Jumaat, and Mahdi Shariati. "State-of-the-art review on the design and performance of steel pallet rack connections." Engineering Failure Analysis 66 (August 2016): 240–58. http://dx.doi.org/10.1016/j.engfailanal.2016.04.017.

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