Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads

The embedded laminated glass connection belongs to the group of the most widely used ways of the glass components connecting. As it becomes common to use glass as a material for load-bearing elements, the connection must be able to bear stresses arising during the lifetime period. To find out the l...

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Autores principales:	Michaela Zdražilová, Zdeněk Sokol, Martina Eliášová
Formato:	article
Lenguaje:	EN
Publicado:	Challenging Glass Conference 2020
Materias:	Embedded connection, Laminated glass, Laminated connection, Tensile load, Eccentric shear load, Experimental testing Clay industries. Ceramics. Glass TP785-869
Acceso en línea:	https://doaj.org/article/a745e2efcbad45c5a549c92966c973ab
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spelling	oai:doaj.org-article:a745e2efcbad45c5a549c92966c973ab2021-12-04T05:11:34ZTests of the embedded laminated glass connection under short-term tensile and eccentric shear loads10.7480/cgc.7.44712589-8019https://doaj.org/article/a745e2efcbad45c5a549c92966c973ab2020-09-01T00:00:00Zhttps://proceedings.challengingglass.com/index.php/cgc/article/view/335https://doaj.org/toc/2589-8019 The embedded laminated glass connection belongs to the group of the most widely used ways of the glass components connecting. As it becomes common to use glass as a material for load-bearing elements, the connection must be able to bear stresses arising during the lifetime period. To find out the load capacity of the connection under different loads, experiments have to be performed. Within the ongoing research at the Faculty of Civil Engineering of Czech Technical University in Prague, two series of experiments of the embedded laminated glass connection have been performed. There were two sets of identical samples. Both sets included several combinations of glass panes and types of foils. The first series of tests was focused on the characteristics of this type of connection under the short-term tensile loads. The second one was dealing with the characteristics under the short-term eccentric shear loads. Due to using the identical samples for both series of tests, it was possible to compare the obtained results. The experiments show that the tensile load capacity of the connection is much higher than its eccentric shear load capacity. It also reveals reaching the tensile resistance limit of the weakened glass pane as a dominant mode of failure. However, further research consisting of numerical modelling and additional experiments is in progress. Michaela ZdražilováZdeněk SokolMartina EliášováChallenging Glass ConferencearticleEmbedded connection, Laminated glass, Laminated connection, Tensile load, Eccentric shear load, Experimental testingClay industries. Ceramics. GlassTP785-869ENChallenging Glass Conference Proceedings, Vol 7, Iss 1 (2020)
institution	DOAJ
collection	DOAJ
language	EN
topic	Embedded connection, Laminated glass, Laminated connection, Tensile load, Eccentric shear load, Experimental testing Clay industries. Ceramics. Glass TP785-869
spellingShingle	Embedded connection, Laminated glass, Laminated connection, Tensile load, Eccentric shear load, Experimental testing Clay industries. Ceramics. Glass TP785-869 Michaela Zdražilová Zdeněk Sokol Martina Eliášová Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads
description	The embedded laminated glass connection belongs to the group of the most widely used ways of the glass components connecting. As it becomes common to use glass as a material for load-bearing elements, the connection must be able to bear stresses arising during the lifetime period. To find out the load capacity of the connection under different loads, experiments have to be performed. Within the ongoing research at the Faculty of Civil Engineering of Czech Technical University in Prague, two series of experiments of the embedded laminated glass connection have been performed. There were two sets of identical samples. Both sets included several combinations of glass panes and types of foils. The first series of tests was focused on the characteristics of this type of connection under the short-term tensile loads. The second one was dealing with the characteristics under the short-term eccentric shear loads. Due to using the identical samples for both series of tests, it was possible to compare the obtained results. The experiments show that the tensile load capacity of the connection is much higher than its eccentric shear load capacity. It also reveals reaching the tensile resistance limit of the weakened glass pane as a dominant mode of failure. However, further research consisting of numerical modelling and additional experiments is in progress.
format	article
author	Michaela Zdražilová Zdeněk Sokol Martina Eliášová
author_facet	Michaela Zdražilová Zdeněk Sokol Martina Eliášová
author_sort	Michaela Zdražilová
title	Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads
title_short	Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads
title_full	Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads
title_fullStr	Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads
title_full_unstemmed	Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads
title_sort	tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads
publisher	Challenging Glass Conference
publishDate	2020
url	https://doaj.org/article/a745e2efcbad45c5a549c92966c973ab
work_keys_str_mv	AT michaelazdrazilova testsoftheembeddedlaminatedglassconnectionundershorttermtensileandeccentricshearloads AT zdeneksokol testsoftheembeddedlaminatedglassconnectionundershorttermtensileandeccentricshearloads AT martinaeliasova testsoftheembeddedlaminatedglassconnectionundershorttermtensileandeccentricshearloads
_version_	1718372873572188160

Tests of the embedded laminated glass connection under short-term tensile and eccentric shear loads

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