Prediction of blast response in laminated glass

Laminated glass is often used in structures for protection against blast loads. The single-degree-of-freedom model has conventionally been used to design such structures and it continues to be widely in use today. The single-degree-of-freedom model includes mass and load transformation factors, whic...

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Veröffentlicht in:Engineering structures 2019-06, Vol.188, p.650-664
Hauptverfasser: Samieian, Mohammad Amin, Cormie, David, Smith, David, Wholey, Will, Blackman, Bamber R.K., Dear, John P., Hooper, Paul A.
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container_end_page 664
container_issue
container_start_page 650
container_title Engineering structures
container_volume 188
creator Samieian, Mohammad Amin
Cormie, David
Smith, David
Wholey, Will
Blackman, Bamber R.K.
Dear, John P.
Hooper, Paul A.
description Laminated glass is often used in structures for protection against blast loads. The single-degree-of-freedom model has conventionally been used to design such structures and it continues to be widely in use today. The single-degree-of-freedom model includes mass and load transformation factors, which depend on the deflected shape of the structure. In this study, finite element models are used to derive the deflected shapes and transformation factors. The time-varying deflected shape history is taken into account in this analysis, as this is currently not included in other single-degree-of-freedom models. The analysis was conducted on a range of boundary conditions and aspect ratios along with different loading rates. For low-rate loading, the transformation factors were found not to vary during the deflected shape–time history. For high rate loading, however, the transformation factors were found to vary during the deflected shape–time history therefore requiring their inclusion in the single-degree-of-freedom design methods. These transformation factors were found to be insensitive to aspect ratios.
doi_str_mv 10.1016/j.engstruct.2019.01.008
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source Elsevier ScienceDirect Journals Complete
subjects Aspect ratio
Blast
Blast loads
Boundary conditions
Degrees of freedom
Finite element method
Laminated glass
Mathematical models
Safety glass
SDOF
Single degree of freedom
Transformation factors
title Prediction of blast response in laminated glass
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