Optimization of Aluminum Stressed Skin Panels in Offshore Applications

Since the introduction of general European rules for the design of aluminium structures, specific rules for the design of aluminum stressed skin panels are available. These design rules have been used for the optimization of two extrusion products: one for explosions and wind load governing and one...

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Main Authors: Dianne van Hove, Frans Soetens
Format: Article
Language:English
Published: MDPI AG 2014-09-01
Series:Materials
Subjects:
Online Access:http://www.mdpi.com/1996-1944/7/9/6811
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spelling doaj-fa6c3f61a8b04a8d9df65ffbaaf106312020-11-24T22:22:32ZengMDPI AGMaterials1996-19442014-09-01796811683110.3390/ma7096811ma7096811Optimization of Aluminum Stressed Skin Panels in Offshore ApplicationsDianne van Hove0Frans Soetens1Department of the Built Environment, Unit Structural Design, Eindhoven University of Technology, Postbox 513, 5600 MB Eindhoven, The NetherlandsDepartment of the Built Environment, Unit Structural Design, Eindhoven University of Technology, Postbox 513, 5600 MB Eindhoven, The NetherlandsSince the introduction of general European rules for the design of aluminium structures, specific rules for the design of aluminum stressed skin panels are available. These design rules have been used for the optimization of two extrusion products: one for explosions and wind load governing and one for explosions and floor load governing. The optimized extrusions fulfill Class 3 section properties, leading to weight reductions up to 25% of regularly-used shear panel sections. When the design is based on Class 4 section properties, even more weight reduction may be reached. The typical failure mode of the optimized stressed skin panels depends on the applied height of the hat stiffeners. For sections using relatively high hat stiffeners, failure is introduced by yielding of the heat-affected zone. For this type of cross-section, Eurocode 9 design rules and numerical calculations show very good agreement. For sections using relatively low hat stiffeners, failure is introduced by global buckling. For this type of cross-section, Eurocode 9 gives rather conservative results.http://www.mdpi.com/1996-1944/7/9/6811stressed skin panelshat stiffenersaluminum offshore living quarters
collection DOAJ
language English
format Article
sources DOAJ
author Dianne van Hove
Frans Soetens
spellingShingle Dianne van Hove
Frans Soetens
Optimization of Aluminum Stressed Skin Panels in Offshore Applications
Materials
stressed skin panels
hat stiffeners
aluminum offshore living quarters
author_facet Dianne van Hove
Frans Soetens
author_sort Dianne van Hove
title Optimization of Aluminum Stressed Skin Panels in Offshore Applications
title_short Optimization of Aluminum Stressed Skin Panels in Offshore Applications
title_full Optimization of Aluminum Stressed Skin Panels in Offshore Applications
title_fullStr Optimization of Aluminum Stressed Skin Panels in Offshore Applications
title_full_unstemmed Optimization of Aluminum Stressed Skin Panels in Offshore Applications
title_sort optimization of aluminum stressed skin panels in offshore applications
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2014-09-01
description Since the introduction of general European rules for the design of aluminium structures, specific rules for the design of aluminum stressed skin panels are available. These design rules have been used for the optimization of two extrusion products: one for explosions and wind load governing and one for explosions and floor load governing. The optimized extrusions fulfill Class 3 section properties, leading to weight reductions up to 25% of regularly-used shear panel sections. When the design is based on Class 4 section properties, even more weight reduction may be reached. The typical failure mode of the optimized stressed skin panels depends on the applied height of the hat stiffeners. For sections using relatively high hat stiffeners, failure is introduced by yielding of the heat-affected zone. For this type of cross-section, Eurocode 9 design rules and numerical calculations show very good agreement. For sections using relatively low hat stiffeners, failure is introduced by global buckling. For this type of cross-section, Eurocode 9 gives rather conservative results.
topic stressed skin panels
hat stiffeners
aluminum offshore living quarters
url http://www.mdpi.com/1996-1944/7/9/6811
work_keys_str_mv AT diannevanhove optimizationofaluminumstressedskinpanelsinoffshoreapplications
AT franssoetens optimizationofaluminumstressedskinpanelsinoffshoreapplications
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