Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading

Slender glass panels are widely used as storefronts and indoor separating walls in shopping malls and public buildings. To ensure that the design and construction is technically safe for general use and that it meets current and accepted technical standards, in-situ testing is required by the buildi...

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Autores principales:	Marcin Kozłowski, David Kinsella, Kent Persson, Jan Kubica, Jacek Hulimka
Formato:	article
Lenguaje:	EN
Publicado:	Challenging Glass Conference 2018
Materias:	glass Architectural glass Static loading Impact loading In-situ testing Numerical simulations Clay industries. Ceramics. Glass TP785-869
Acceso en línea:	https://doaj.org/article/a690dc6a9a9e4182bc85d54af0a6bf50
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spelling	oai:doaj.org-article:a690dc6a9a9e4182bc85d54af0a6bf502021-12-04T05:12:06ZStructural Analysis of Slender Glass Panel Subjected to Static and Impact Loading10.7480/cgc.6.21652589-8019https://doaj.org/article/a690dc6a9a9e4182bc85d54af0a6bf502018-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/244https://doaj.org/toc/2589-8019Slender glass panels are widely used as storefronts and indoor separating walls in shopping malls and public buildings. To ensure that the design and construction is technically safe for general use and that it meets current and accepted technical standards, in-situ testing is required by the building administrator or authorities. A case study was performed of an indoor glass lantern in a public building made from slender two-side supported glass panels with a complex geometry. It provides structural assessments and results of in-situ experiments including static loading and soft body impact test. Results from numerical simulations of impact loading on the glass panels complementing the experimental results are also presented. The in-situ testing proved that the structural design meets current standards regarding the static loading. The soft body impact test proved the safety of the intact panel and the panel with one ply deliberately broken. The numerical study showed that, for a more complicated geometry, the stress distribution can dramatically change over time and that stress concentrations can develop at certain locations at a late stage in the impact history. Marcin KozłowskiDavid KinsellaKent PerssonJan KubicaJacek HulimkaChallenging Glass ConferencearticleglassArchitectural glassStatic loadingImpact loadingIn-situ testingNumerical simulationsClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 6, Iss 1 (2018)
institution	DOAJ
collection	DOAJ
language	EN
topic	glass Architectural glass Static loading Impact loading In-situ testing Numerical simulations Clay industries. Ceramics. Glass TP785-869
spellingShingle	glass Architectural glass Static loading Impact loading In-situ testing Numerical simulations Clay industries. Ceramics. Glass TP785-869 Marcin Kozłowski David Kinsella Kent Persson Jan Kubica Jacek Hulimka Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading
description	Slender glass panels are widely used as storefronts and indoor separating walls in shopping malls and public buildings. To ensure that the design and construction is technically safe for general use and that it meets current and accepted technical standards, in-situ testing is required by the building administrator or authorities. A case study was performed of an indoor glass lantern in a public building made from slender two-side supported glass panels with a complex geometry. It provides structural assessments and results of in-situ experiments including static loading and soft body impact test. Results from numerical simulations of impact loading on the glass panels complementing the experimental results are also presented. The in-situ testing proved that the structural design meets current standards regarding the static loading. The soft body impact test proved the safety of the intact panel and the panel with one ply deliberately broken. The numerical study showed that, for a more complicated geometry, the stress distribution can dramatically change over time and that stress concentrations can develop at certain locations at a late stage in the impact history.
format	article
author	Marcin Kozłowski David Kinsella Kent Persson Jan Kubica Jacek Hulimka
author_facet	Marcin Kozłowski David Kinsella Kent Persson Jan Kubica Jacek Hulimka
author_sort	Marcin Kozłowski
title	Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading
title_short	Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading
title_full	Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading
title_fullStr	Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading
title_full_unstemmed	Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading
title_sort	structural analysis of slender glass panel subjected to static and impact loading
publisher	Challenging Glass Conference
publishDate	2018
url	https://doaj.org/article/a690dc6a9a9e4182bc85d54af0a6bf50
work_keys_str_mv	AT marcinkozłowski structuralanalysisofslenderglasspanelsubjectedtostaticandimpactloading AT davidkinsella structuralanalysisofslenderglasspanelsubjectedtostaticandimpactloading AT kentpersson structuralanalysisofslenderglasspanelsubjectedtostaticandimpactloading AT jankubica structuralanalysisofslenderglasspanelsubjectedtostaticandimpactloading AT jacekhulimka structuralanalysisofslenderglasspanelsubjectedtostaticandimpactloading
_version_	1718372873011200000

Structural Analysis of Slender Glass Panel Subjected to Static and Impact Loading

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