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Parametric analyses on the impact fracture of laminated glass using the combined finite-discrete element method
Citation
Chen, X and Chen, X and Chan, AHC and Cheng, Y, Parametric analyses on the impact fracture of laminated glass using the combined finite-discrete element method, Composite Structures, 297 Article 115914. ISSN 0263-8223 (2022) [Refereed Article]
Copyright Statement
© 2022 Elsevier Ltd. All rights reserved
DOI: doi:10.1016/j.compstruct.2022.115914
Abstract
Laminated glass is composed of glass and interlayer, and it is sensitive to impact actions which usually lead to fracture and fragmentation with high nonlinearity and strong discontinuity. The combined finite-discrete element method (FDEM) has been employed to examine the impact fracture of laminated glass against comprehensive parameters. Following the introduction on the FDEM, verification examples and convergence study are presented. A parametric investigation follows, and the influences of a variety of parameters are addressed. Parameters include impact velocity, glass material properties, interlayer thickness and position, glazing construction, shape and Young's modulus of projectiles, etc. It is concluded that increasing neither tensile strength nor surface energy of glass would reduce the deformation of laminated glass remarkably, however, strengthening the outer glass is beneficial and meaningful. An optimum thickness of interlayer is found in the range of 11â€"44% of the total thickness, and laminated glass with multiple interlayers improves its energy absorption and displacement reduction capacities. Projectiles with a larger contact surface would damage laminated glass more seriously. It is also found that soft impact transfers more kinetic energy to the laminated glass than hard impact, while its peak impact force is lower than that of hard impact.
Item Details
Item Type: | Refereed Article |
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Keywords: | impact, fracture, laminated glass, parametric analyses, FDEM |
Research Division: | Engineering |
Research Group: | Civil engineering |
Research Field: | Structural dynamics |
Objective Division: | Construction |
Objective Group: | Construction design |
Objective Field: | Civil construction design |
UTAS Author: | Chan, AHC (Professor Andrew Chan) |
UTAS Author: | Cheng, Y (Ms Yingyao Cheng) |
ID Code: | 150830 |
Year Published: | 2022 |
Web of Science® Times Cited: | 4 |
Deposited By: | Engineering |
Deposited On: | 2022-07-01 |
Last Modified: | 2023-01-10 |
Downloads: | 0 |
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