Structural performance of GFRP connectors in composite sandwich façade elements
To take structural aspects into consideration in the SESBE research project, focusing on the development of “smart” façade elements a systematic testing and modelling program has been developed for the verification of the structural performance of the façade sandwich elements. The present paper mai...
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doaj-ee257136caa54b0aa637927a3a1219c72020-11-25T03:31:00ZengTU Delft OpenJournal of Facade Design and Engineering2213-302X2213-30382016-07-0141-2355210.7480/jfde.2016.1-2.11131113Structural performance of GFRP connectors in composite sandwich façade elementsMathias Flansbjer0Urs Mueller1Dániel Honfi2Daniel Vennetti3Natalie Williams Portal4Lech Własak5SP Technical Research Institute of SwedenCBI Cement and Concrete Research InstituteSP Technical Research Institute of SwedenSP Technical Research Institute of SwedenCBI Cement and Concrete Research InstituteMostostal Warszawa S.A.To take structural aspects into consideration in the SESBE research project, focusing on the development of “smart” façade elements a systematic testing and modelling program has been developed for the verification of the structural performance of the façade sandwich elements. The present paper mainly focuses on the verification of the mechanical performance of the glass fibre reinforced polymer (GFRP) connectors of the novel type of façade element composed of reactive powder concrete (RPC) panels with foam concrete insulation between them. Because of the reduced thickness of the large façade elements, the performance of the connectors is critical for the entire structural concept. The first series of the testing programme concerning connector performance are presented here. The results suggest that sufficient strength and ductility of the connectors can be ensured using GFRP in the proposed thin light-weight façade elements.https://journals.open.tudelft.nl/index.php/jfde/article/view/1113sandwich façade elementsreactive powder concretefoam concreteglass fibre reinforced polymer connectorscarbon fibre reinforcementsstructural performance |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Mathias Flansbjer Urs Mueller Dániel Honfi Daniel Vennetti Natalie Williams Portal Lech Własak |
spellingShingle |
Mathias Flansbjer Urs Mueller Dániel Honfi Daniel Vennetti Natalie Williams Portal Lech Własak Structural performance of GFRP connectors in composite sandwich façade elements Journal of Facade Design and Engineering sandwich façade elements reactive powder concrete foam concrete glass fibre reinforced polymer connectors carbon fibre reinforcements structural performance |
author_facet |
Mathias Flansbjer Urs Mueller Dániel Honfi Daniel Vennetti Natalie Williams Portal Lech Własak |
author_sort |
Mathias Flansbjer |
title |
Structural performance of GFRP connectors in composite sandwich façade elements |
title_short |
Structural performance of GFRP connectors in composite sandwich façade elements |
title_full |
Structural performance of GFRP connectors in composite sandwich façade elements |
title_fullStr |
Structural performance of GFRP connectors in composite sandwich façade elements |
title_full_unstemmed |
Structural performance of GFRP connectors in composite sandwich façade elements |
title_sort |
structural performance of gfrp connectors in composite sandwich façade elements |
publisher |
TU Delft Open |
series |
Journal of Facade Design and Engineering |
issn |
2213-302X 2213-3038 |
publishDate |
2016-07-01 |
description |
To take structural aspects into consideration in the SESBE research project, focusing on the development of “smart” façade elements a systematic testing and modelling program has been developed for the verification of the structural performance of the façade sandwich elements.
The present paper mainly focuses on the verification of the mechanical performance of the glass fibre reinforced polymer (GFRP) connectors of the novel type of façade element composed of reactive powder concrete (RPC) panels with foam concrete insulation between them. Because of the reduced thickness of the large façade elements, the performance of the connectors is critical for the entire structural concept.
The first series of the testing programme concerning connector performance are presented here. The results suggest that sufficient strength and ductility of the connectors can be ensured using GFRP in the proposed thin light-weight façade elements. |
topic |
sandwich façade elements reactive powder concrete foam concrete glass fibre reinforced polymer connectors carbon fibre reinforcements structural performance |
url |
https://journals.open.tudelft.nl/index.php/jfde/article/view/1113 |
work_keys_str_mv |
AT mathiasflansbjer structuralperformanceofgfrpconnectorsincompositesandwichfacadeelements AT ursmueller structuralperformanceofgfrpconnectorsincompositesandwichfacadeelements AT danielhonfi structuralperformanceofgfrpconnectorsincompositesandwichfacadeelements AT danielvennetti structuralperformanceofgfrpconnectorsincompositesandwichfacadeelements AT nataliewilliamsportal structuralperformanceofgfrpconnectorsincompositesandwichfacadeelements AT lechwłasak structuralperformanceofgfrpconnectorsincompositesandwichfacadeelements |
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1724574298212925440 |