Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices

Nonlinear numerical simulations are reported for a conventional unitized laminated glass curtain wall subjected to high- and low-level air blast loading. The studied curtain wall, spanning floor to floor, consisted of a laminated glass panel, a continuous bead of structural silicone sealant, a split...

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Main Authors: Chiara Bedon, Claudio Amadio
Format: Article
Language:English
Published: MDPI AG 2012-09-01
Series:Buildings
Subjects:
Online Access:http://www.mdpi.com/2075-5309/2/3/359
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spelling doaj-7e9f7e864caa438c9cd54b819eb9d1102020-11-24T23:41:40ZengMDPI AGBuildings2075-53092012-09-012335938310.3390/buildings2030359Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative DevicesChiara BedonClaudio AmadioNonlinear numerical simulations are reported for a conventional unitized laminated glass curtain wall subjected to high- and low-level air blast loading. The studied curtain wall, spanning floor to floor, consisted of a laminated glass panel, a continuous bead of structural silicone sealant, a split screw spline frame and four rigid brackets. Firstly, a linear elastic FE-model (M01) is presented to investigate dynamic stresses and deflections due to explosion, by taking into account geometrical nonlinearities. Since, in similar glazing systems, it is important to take into account the possible cracking of glass lites, a second model (M02), calibrated to previous experimental data, is proposed. In it, glass behaves as a brittle-elastic material, whereas an elastoplastic characteristic curve is assumed for mullions. As a result, the design explosion seriously affects the main components of the curtain wall, especially the bead of silicone. To address these criticalities, additional viscoelastic (VE) devices are installed at the frame corners (M03). Their effectiveness explains the additional deformability provided to the conventional curtain wall, as well as the obvious dissipation of the incoming energy due to blast loading. Structural and energy capabilities provided by devices are highlighted by means of numerical simulations.http://www.mdpi.com/2075-5309/2/3/359air blast loadingblast resistant curtain wallviscoelastic devicesenergy dissipation
collection DOAJ
language English
format Article
sources DOAJ
author Chiara Bedon
Claudio Amadio
spellingShingle Chiara Bedon
Claudio Amadio
Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices
Buildings
air blast loading
blast resistant curtain wall
viscoelastic devices
energy dissipation
author_facet Chiara Bedon
Claudio Amadio
author_sort Chiara Bedon
title Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices
title_short Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices
title_full Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices
title_fullStr Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices
title_full_unstemmed Blast Analysis of Laminated Glass Curtain Walls Equipped by Viscoelastic Dissipative Devices
title_sort blast analysis of laminated glass curtain walls equipped by viscoelastic dissipative devices
publisher MDPI AG
series Buildings
issn 2075-5309
publishDate 2012-09-01
description Nonlinear numerical simulations are reported for a conventional unitized laminated glass curtain wall subjected to high- and low-level air blast loading. The studied curtain wall, spanning floor to floor, consisted of a laminated glass panel, a continuous bead of structural silicone sealant, a split screw spline frame and four rigid brackets. Firstly, a linear elastic FE-model (M01) is presented to investigate dynamic stresses and deflections due to explosion, by taking into account geometrical nonlinearities. Since, in similar glazing systems, it is important to take into account the possible cracking of glass lites, a second model (M02), calibrated to previous experimental data, is proposed. In it, glass behaves as a brittle-elastic material, whereas an elastoplastic characteristic curve is assumed for mullions. As a result, the design explosion seriously affects the main components of the curtain wall, especially the bead of silicone. To address these criticalities, additional viscoelastic (VE) devices are installed at the frame corners (M03). Their effectiveness explains the additional deformability provided to the conventional curtain wall, as well as the obvious dissipation of the incoming energy due to blast loading. Structural and energy capabilities provided by devices are highlighted by means of numerical simulations.
topic air blast loading
blast resistant curtain wall
viscoelastic devices
energy dissipation
url http://www.mdpi.com/2075-5309/2/3/359
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AT claudioamadio blastanalysisoflaminatedglasscurtainwallsequippedbyviscoelasticdissipativedevices
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