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...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2014-09-01
|
Series: | Materials |
Subjects: | |
Online Access: | http://www.mdpi.com/1996-1944/7/9/6811 |
id |
doaj-fa6c3f61a8b04a8d9df65ffbaaf10631 |
---|---|
record_format |
Article |
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 |
_version_ |
1725767884826738688 |