Viscoelastic properties of EVA interlayer used in laminated glass structures
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00338947" target="_blank" >RIV/68407700:21110/20:00338947 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21610/20:00338947
Result on the web
<a href="https://doi.org/10.1088/1757-899X/800/1/012021" target="_blank" >https://doi.org/10.1088/1757-899X/800/1/012021</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1088/1757-899X/800/1/012021" target="_blank" >10.1088/1757-899X/800/1/012021</a>
Alternative languages
Result language
angličtina
Original language name
Viscoelastic properties of EVA interlayer used in laminated glass structures
Original language description
Laminated glass is getting used more extensively in a current architecture due to its transparency, aesthetic impression, and post-breakage behaviour. Examples of such structures are balustrades, stairs, or facade panels. These are usually loaded in bending. Polymeric interlayer embedded between glass plies has no flexural stiffness, but it can itself transfer shear stress. The rate of this transfer depends on the shear stiffness of interlayer which is time and temperature dependent parameter. Producers of interlayers often do not specify this quantity thus engineers rather neglect the shear interaction of glass plies in perpendicularly loaded laminated glass panels. This paper provides the values of shear stiffness modulus of common interlayer EVASAFE® by BridgestoneTM in time and temperature domain. This shear stiffness is expressed through Maxwell model whose parameters are based on the series of Dynamic mechanical thermal analysis (DMTA) performed on single lap small-scale specimens in Klokner institute CTU in Prague. Results show that shear stiffness of this interlayer is able to provide significant shear coupling of glass plies in broad temperature range of short-term perpendicularly loaded laminated glass structures.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/EF16_027%2F0008465" target="_blank" >EF16_027/0008465: International Mobility of Researchers in CTU</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2020
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
5th International Conference on New Advances in Civil Engineering
ISBN
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ISSN
1757-8981
e-ISSN
1757-8981
Number of pages
9
Pages from-to
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Publisher name
AIP Publishing, APL, the American Institute of Physics
Place of publication
Melville, NY
Event location
Kyrenia
Event date
Nov 8, 2019
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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