Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior

A trend towards adhesive connections instead of mechanical ones can be observed for transparent facades in recent years. Furthermore, research efforts are made to increase the efficiency regarding material use by designing systems with composite structural behavior. In this article, experimental and...

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Autores principales: Vlad Alexandru Silvestru, Oliver Englhardt, Jens Schneider
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Lenguaje:EN
Publicado: Challenging Glass Conference 2018
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Acceso en línea:https://doaj.org/article/663c7e3a0fac4fe7bb939281eae09ae7
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spelling oai:doaj.org-article:663c7e3a0fac4fe7bb939281eae09ae72021-12-04T05:12:12ZInvestigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior10.7480/cgc.6.21622589-8019https://doaj.org/article/663c7e3a0fac4fe7bb939281eae09ae72018-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/131https://doaj.org/toc/2589-8019A trend towards adhesive connections instead of mechanical ones can be observed for transparent facades in recent years. Furthermore, research efforts are made to increase the efficiency regarding material use by designing systems with composite structural behavior. In this article, experimental and numerical results obtained for linear structural silicone joints between glass and stainless steel substrates, investigated separately under tensile and under shear loading, are discussed. The two selected adhesives, Dow Corning® 993 and Sikasil® SG-550, are approved for structural sealant glazing systems and are planned to be used within a novel concept for façade elements with composite structural behavior, consisting of a glass pane and a filigree metal framing. For an adhesive joint with prismatic geometry, the influence of different lengths, widths and thicknesses of the joint on its mechanical performance is assessed experimentally under tensile loading, while under shear loading only different thicknesses are investigated. Both under tensile and under shear loading, a dependency of the failure engineering stresses on the joint thickness is noticed. In a second step, the suitability of selected hyperelastic models is assessed for predicting the load versus displacement behavior of the investigated linear adhesive joints. The parameters required for these models are determined based on uniaxial tensile tests on dumbbell specimens. Vlad Alexandru SilvestruOliver EnglhardtJens SchneiderChallenging Glass ConferencearticleStructural silicone;Glass-stainless steel connectionComposite structural behaviorTensile testDouble-lap shear testHyperelasticityClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 6, Iss 1 (2018)
institution DOAJ
collection DOAJ
language EN
topic Structural silicone;
Glass-stainless steel connection
Composite structural behavior
Tensile test
Double-lap shear test
Hyperelasticity
Clay industries. Ceramics. Glass
TP785-869
spellingShingle Structural silicone;
Glass-stainless steel connection
Composite structural behavior
Tensile test
Double-lap shear test
Hyperelasticity
Clay industries. Ceramics. Glass
TP785-869
Vlad Alexandru Silvestru
Oliver Englhardt
Jens Schneider
Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
description A trend towards adhesive connections instead of mechanical ones can be observed for transparent facades in recent years. Furthermore, research efforts are made to increase the efficiency regarding material use by designing systems with composite structural behavior. In this article, experimental and numerical results obtained for linear structural silicone joints between glass and stainless steel substrates, investigated separately under tensile and under shear loading, are discussed. The two selected adhesives, Dow Corning® 993 and Sikasil® SG-550, are approved for structural sealant glazing systems and are planned to be used within a novel concept for façade elements with composite structural behavior, consisting of a glass pane and a filigree metal framing. For an adhesive joint with prismatic geometry, the influence of different lengths, widths and thicknesses of the joint on its mechanical performance is assessed experimentally under tensile loading, while under shear loading only different thicknesses are investigated. Both under tensile and under shear loading, a dependency of the failure engineering stresses on the joint thickness is noticed. In a second step, the suitability of selected hyperelastic models is assessed for predicting the load versus displacement behavior of the investigated linear adhesive joints. The parameters required for these models are determined based on uniaxial tensile tests on dumbbell specimens.
format article
author Vlad Alexandru Silvestru
Oliver Englhardt
Jens Schneider
author_facet Vlad Alexandru Silvestru
Oliver Englhardt
Jens Schneider
author_sort Vlad Alexandru Silvestru
title Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
title_short Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
title_full Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
title_fullStr Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
title_full_unstemmed Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
title_sort investigations on linear silicone joints for glass-metal elements with composite structural behavior
publisher Challenging Glass Conference
publishDate 2018
url https://doaj.org/article/663c7e3a0fac4fe7bb939281eae09ae7
work_keys_str_mv AT vladalexandrusilvestru investigationsonlinearsiliconejointsforglassmetalelementswithcompositestructuralbehavior
AT oliverenglhardt investigationsonlinearsiliconejointsforglassmetalelementswithcompositestructuralbehavior
AT jensschneider investigationsonlinearsiliconejointsforglassmetalelementswithcompositestructuralbehavior
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