Determination of beam-to-column connection characteristics in pallet rack structures: a comparison of the EN and ANSI methods and an analysis of the influence of the moment-to-shear ratios

he beam-to-column connections in most of the pallet rack structures made of thin-walled steel sections are of the clip-on type. These connections are of a semi-rigid nature and have a non-linear moment–rotation relationship, which has to be determined experimen - tally. The experimental methods desc...

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Published in:Steel construction : design and research 2013-05, Vol.6 (2), p.132-138
Main Authors: Roure, Francesc, Somalo, Maria Rosa, Casafont, Miquel, Pastor, Maria Magdalena, Bonada, Jordi, Peköz, Teoman
Format: Article
Language:English
Subjects:
beam end connector
bilinear joint model
cantilever test
Construccions metàl·liques
Enginyeria dels materials
moment-to-shear ratio influence
Palets (Transport de mercaderies)
Pallets (Shipping, storage, etc.)
rack pallet system
semi-rigid joint
Structures
thin-walled structure
Àrees temàtiques de la UPC
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cited_by cdi_FETCH-LOGICAL-c3278-5b5881e317dcd5109aa42a1528e9b24b6fa1c1e94f73aa2953418384518a4c453
cites cdi_FETCH-LOGICAL-c3278-5b5881e317dcd5109aa42a1528e9b24b6fa1c1e94f73aa2953418384518a4c453
container_end_page 138
container_issue 2
container_start_page 132
container_title Steel construction : design and research
container_volume 6
creator Roure, Francesc
Somalo, Maria Rosa
Casafont, Miquel
Pastor, Maria Magdalena
Bonada, Jordi
Peköz, Teoman
description he beam-to-column connections in most of the pallet rack structures made of thin-walled steel sections are of the clip-on type. These connections are of a semi-rigid nature and have a non-linear moment–rotation relationship, which has to be determined experimen - tally. The experimental methods described in the European standard (EN 15512: 2009) and the American standard (ANSI MH 16.1: 2008) are different. This paper presents a series of test results determining the beam-to-column connection characteristics of European and American origin, tested with both methods. This is followed by a comparison and analysis of the results. The influence of the distance from the applied load to the face of the upright, i.e. the influence of the moment-to-shear ratio, is also analysed and discussed Peer Reviewed
doi_str_mv 10.1002/stco.201310018
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source Wiley:Jisc Collections:Wiley Read and Publish Open Access 2024-2025 (reading list)
subjects beam end connector
bilinear joint model
cantilever test
Construccions metàl·liques
Enginyeria dels materials
moment-to-shear ratio influence
Palets (Transport de mercaderies)
Pallets (Shipping, storage, etc.)
rack pallet system
semi-rigid joint
Structures
thin-walled structure
Àrees temàtiques de la UPC
title Determination of beam-to-column connection characteristics in pallet rack structures: a comparison of the EN and ANSI methods and an analysis of the influence of the moment-to-shear ratios
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