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dc.contributor.authorGilbert, Benoit P.
dc.contributor.authorRasmussen, Kim J.R.
dc.date.accessioned2020-11-30
dc.date.available2020-11-30
dc.date.issued2009-01-01en
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/24028
dc.description.abstractSteel storage racks, made of cold-fomied steel, are used extensively in industry for storing goods. Two main racking systems prevail, referred to as “selective” and “drive-in” racks. International racking design codes mainly deal with selective racks, while limited design guidelines are available for drive-in racks. Drive-in racks require minimal floor space by storing pallets one after the other with no space between them. The forklift truck drives into the rack to store the pallets on the first-in, last-out principle. To allow forklift truck passage, drive-in racks can only be braced at the back (spine bracing) and at the top (plan bracing) in the down-aisle direction resulting in a complex slender structure with poorly understood 3D behaviour and increased risk of collapse. As yet, tests on drive-in rack systems to accurately capture the 3D rack behaviour are not available in the literature. This paper presents the experimental results from full-scale tests conducted on a complete drive-in rack system. Experimental investigations of the load transfer and relative stiffness under various horizontal loading conditions are presented. Experiments have been performed on racks with and without pallet loads. The mechanisms involved during failure when the rack is subjected to a forklift truck impact are also presented through experimental testing.en
dc.language.isoenen
dc.publisherSchool of Civil Engineering, The University of Sydneyen
dc.rightsCopyright All Rights Reserveden
dc.subjectCivil Engineeringen
dc.subjectSteel storage racksen
dc.subjectDrive-in racksen
dc.subject3D behaviouren
dc.subjectLoad transferen
dc.subjectFull-scale testsen
dc.subjectPallet drop throughen
dc.titleStillness tests, failure tests and load transfer in steel drive-in storage racks (No. R900)en
dc.typeReport, Researchen
dc.subject.asrc0905 Civil Engineeringen
usyd.facultyFaculty of Engineering, School of Civil Engineeringen
usyd.departmentCentre for Advanced Structural Engineeringen
workflow.metadata.onlyNoen


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