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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Online Access: | http://www.mdpi.com/2075-5309/2/3/359 |
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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 |
work_keys_str_mv |
AT chiarabedon blastanalysisoflaminatedglasscurtainwallsequippedbyviscoelasticdissipativedevices AT claudioamadio blastanalysisoflaminatedglasscurtainwallsequippedbyviscoelasticdissipativedevices |
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