Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches

In the last decade there has been an increased usage of cast glass as structural element. Within this respect, a 14 m span glass masonry arch bridge is planned to be constructed at the TU Delft Campus. This paper focuses on part of the experimental analysis that was executed to develop the concept...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Mike Aurik, Ate Snijder, Chris Noteboom, Rob Nijsse, Christian Louter
Formato:	article
Lenguaje:	EN
Publicado:	Challenging Glass Conference 2018
Materias:	Glass Cast glass Dry stacked Masonry Bridge Arch Interlayer PVC Clay industries. Ceramics. Glass TP785-869
Acceso en línea:	https://doaj.org/article/9ddf0923cec34facb43addfabbd448c4
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:9ddf0923cec34facb43addfabbd448c4
record_format	dspace
spelling	oai:doaj.org-article:9ddf0923cec34facb43addfabbd448c42021-12-04T05:11:52ZAbstract of: Experimental analysis on the glass-interlayer system in glass masonry arches10.7480/cgc.6.23822589-8019https://doaj.org/article/9ddf0923cec34facb43addfabbd448c42018-05-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/230https://doaj.org/toc/2589-8019 In the last decade there has been an increased usage of cast glass as structural element. Within this respect, a 14 m span glass masonry arch bridge is planned to be constructed at the TU Delft Campus. This paper focuses on part of the experimental analysis that was executed to develop the concept of this bridge. Since it is an arch, the applied loads will be transferred as compressive forces, hence the suitability of glass. Adhesive bonding is not required, since the arch is in compression under its own weight. Application of cast glass bricks in a bridge is a new concept, therefore several aspects with respect to the structural behavior are unknown. Two experimental tests are presented in this paper. First, an experiment with a stacked glass column with varying interlayers is loaded to investigate the stiffness of the interlayer. For PVC interlayers the time-dependent behavior is significant, whereas for polyurethane it is minimal. Furthermore the interlayer’s equivalent modulus of elasticity is dependent on the thickness, due to a difference in the occurring contact areas. Second, a small-scale glass masonry arch is loaded till collapse to investigate the failure behavior and the stresses distribution. It was concluded that a certain robustness is present in the system. Furthermore the brick geometry and the occurrence of sliding are the main aspects that determine the stress distribution. Therewith a stiffer interlayer results in higher stresses in the glass. Mike AurikAte SnijderChris NoteboomRob NijsseChristian LouterChallenging Glass ConferencearticleGlassCast glassDry stacked Masonry BridgeArchInterlayerPVCClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 6, Iss 1 (2018)
institution	DOAJ
collection	DOAJ
language	EN
topic	Glass Cast glass Dry stacked Masonry Bridge Arch Interlayer PVC Clay industries. Ceramics. Glass TP785-869
spellingShingle	Glass Cast glass Dry stacked Masonry Bridge Arch Interlayer PVC Clay industries. Ceramics. Glass TP785-869 Mike Aurik Ate Snijder Chris Noteboom Rob Nijsse Christian Louter Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches
description	In the last decade there has been an increased usage of cast glass as structural element. Within this respect, a 14 m span glass masonry arch bridge is planned to be constructed at the TU Delft Campus. This paper focuses on part of the experimental analysis that was executed to develop the concept of this bridge. Since it is an arch, the applied loads will be transferred as compressive forces, hence the suitability of glass. Adhesive bonding is not required, since the arch is in compression under its own weight. Application of cast glass bricks in a bridge is a new concept, therefore several aspects with respect to the structural behavior are unknown. Two experimental tests are presented in this paper. First, an experiment with a stacked glass column with varying interlayers is loaded to investigate the stiffness of the interlayer. For PVC interlayers the time-dependent behavior is significant, whereas for polyurethane it is minimal. Furthermore the interlayer’s equivalent modulus of elasticity is dependent on the thickness, due to a difference in the occurring contact areas. Second, a small-scale glass masonry arch is loaded till collapse to investigate the failure behavior and the stresses distribution. It was concluded that a certain robustness is present in the system. Furthermore the brick geometry and the occurrence of sliding are the main aspects that determine the stress distribution. Therewith a stiffer interlayer results in higher stresses in the glass.
format	article
author	Mike Aurik Ate Snijder Chris Noteboom Rob Nijsse Christian Louter
author_facet	Mike Aurik Ate Snijder Chris Noteboom Rob Nijsse Christian Louter
author_sort	Mike Aurik
title	Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches
title_short	Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches
title_full	Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches
title_fullStr	Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches
title_full_unstemmed	Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches
title_sort	abstract of: experimental analysis on the glass-interlayer system in glass masonry arches
publisher	Challenging Glass Conference
publishDate	2018
url	https://doaj.org/article/9ddf0923cec34facb43addfabbd448c4
work_keys_str_mv	AT mikeaurik abstractofexperimentalanalysisontheglassinterlayersysteminglassmasonryarches AT atesnijder abstractofexperimentalanalysisontheglassinterlayersysteminglassmasonryarches AT chrisnoteboom abstractofexperimentalanalysisontheglassinterlayersysteminglassmasonryarches AT robnijsse abstractofexperimentalanalysisontheglassinterlayersysteminglassmasonryarches AT christianlouter abstractofexperimentalanalysisontheglassinterlayersysteminglassmasonryarches
_version_	1718372870270222336

Abstract of: Experimental analysis on the glass-interlayer system in glass masonry arches

Ejemplares similares