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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

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • 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

  • ISSN

    1757-8981

  • e-ISSN

    1757-8981

  • Number of pages

    9

  • Pages from-to

  • 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