Stability of Dry-Stacked Glass Masonry Arch Bridges

The plan of the glass group of the TU Delft to realize a 14m span dry-stacked glass arched masonry bridge led to investigation of stability of glass arches in more general. Analytical and numerical analysis are done to compare results. Analytical analyses are based on methods developed for tradition...

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Autores principales:	Chris Noteboom, Mike Aurik, Ate Snijder
Formato:	article
Lenguaje:	EN
Publicado:	Challenging Glass Conference 2018
Materias:	Glass Arch Stability Clay industries. Ceramics. Glass TP785-869
Acceso en línea:	https://doaj.org/article/e47b07c5de464b8eb501e9d385c57eac
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spelling	oai:doaj.org-article:e47b07c5de464b8eb501e9d385c57eac2021-12-04T05:12:10ZStability of Dry-Stacked Glass Masonry Arch Bridges10.7480/cgc.6.21842589-8019https://doaj.org/article/e47b07c5de464b8eb501e9d385c57eac2018-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/220https://doaj.org/toc/2589-8019The plan of the glass group of the TU Delft to realize a 14m span dry-stacked glass arched masonry bridge led to investigation of stability of glass arches in more general. Analytical and numerical analysis are done to compare results. Analytical analyses are based on methods developed for traditional stone arches. A graph is plotted in which the relationship between rise-to-span ratio and thickness-to-span ratio is derived and presented such that the relevant instability mechanism(s) can be determined. The required thickness of a stable arch can be found by applying a geometrical factor of safety. To investigate 2nd order effects and stresses, finite element models are presented. The models verify the analytical solutions and are used to investigate the influence of axial stiffness and nonlinear effects on stability. Chris NoteboomMike AurikAte SnijderChallenging Glass ConferencearticleGlassArchStabilityClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 6, Iss 1 (2018)
institution	DOAJ
collection	DOAJ
language	EN
topic	Glass Arch Stability Clay industries. Ceramics. Glass TP785-869
spellingShingle	Glass Arch Stability Clay industries. Ceramics. Glass TP785-869 Chris Noteboom Mike Aurik Ate Snijder Stability of Dry-Stacked Glass Masonry Arch Bridges
description	The plan of the glass group of the TU Delft to realize a 14m span dry-stacked glass arched masonry bridge led to investigation of stability of glass arches in more general. Analytical and numerical analysis are done to compare results. Analytical analyses are based on methods developed for traditional stone arches. A graph is plotted in which the relationship between rise-to-span ratio and thickness-to-span ratio is derived and presented such that the relevant instability mechanism(s) can be determined. The required thickness of a stable arch can be found by applying a geometrical factor of safety. To investigate 2nd order effects and stresses, finite element models are presented. The models verify the analytical solutions and are used to investigate the influence of axial stiffness and nonlinear effects on stability.
format	article
author	Chris Noteboom Mike Aurik Ate Snijder
author_facet	Chris Noteboom Mike Aurik Ate Snijder
author_sort	Chris Noteboom
title	Stability of Dry-Stacked Glass Masonry Arch Bridges
title_short	Stability of Dry-Stacked Glass Masonry Arch Bridges
title_full	Stability of Dry-Stacked Glass Masonry Arch Bridges
title_fullStr	Stability of Dry-Stacked Glass Masonry Arch Bridges
title_full_unstemmed	Stability of Dry-Stacked Glass Masonry Arch Bridges
title_sort	stability of dry-stacked glass masonry arch bridges
publisher	Challenging Glass Conference
publishDate	2018
url	https://doaj.org/article/e47b07c5de464b8eb501e9d385c57eac
work_keys_str_mv	AT chrisnoteboom stabilityofdrystackedglassmasonryarchbridges AT mikeaurik stabilityofdrystackedglassmasonryarchbridges AT atesnijder stabilityofdrystackedglassmasonryarchbridges
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Stability of Dry-Stacked Glass Masonry Arch Bridges

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