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...

Full description

Bibliographic Details
Main Authors: Mathias Flansbjer, Urs Mueller, Dániel Honfi, Daniel Vennetti, Natalie Williams Portal, Lech Własak
Format: Article
Language:English
Published: TU Delft Open 2016-07-01
Series:Journal of Facade Design and Engineering
Subjects:
Online Access:https://journals.open.tudelft.nl/index.php/jfde/article/view/1113
id doaj-ee257136caa54b0aa637927a3a1219c7
record_format Article
spelling 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
_version_ 1724574298212925440