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Four-Point Bending Tests of Double Laminated Glass Panels with EVA Interlayer in Various Loading Rates

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00331477" target="_blank" >RIV/68407700:21110/19:00331477 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21610/19:00331477

  • Result on the web

    <a href="http://engmechx.it.cas.cz/improc/2019/031_Hana_054.pdf" target="_blank" >http://engmechx.it.cas.cz/improc/2019/031_Hana_054.pdf</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.21495/71-0-145" target="_blank" >10.21495/71-0-145</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Four-Point Bending Tests of Double Laminated Glass Panels with EVA Interlayer in Various Loading Rates

  • Original language description

    Current architecture tends to use glass as a load-bearing material thus glass beams, panels, columns or even stairs may be found. These members are mostly made of laminated glass with polymeric interlayer. Laminated glass performs good response in accidental situation because glass fragments stay attached to the interlayer and do not cause harmful injuries. Polymeric interlayer is able to ensure the transfer of shear forces between the individual panes in a perpendicularly loaded panel. This transfer depends on the shear stiffness of the interlayer as a time and temperature-dependent parameter which is not usually available. Civil engineers thus neglect this stiffness to stay on a safe side. This paper shows the experimental data gained from four-point bending tests of double-laminated glass panels with EVA based interlayer (Evalam 80/120®) loaded in three various loading rates and illustrates the influence of the loading rate on the stress-state and vertical deflections of a panel. The analogy with shear stiffness of another EVA based interlayer (Evasafe®) is further commented. All experiments were performed at CTU in Prague

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20301 - Mechanical engineering

Result continuities

  • Project

    <a href="/en/project/FV10295" target="_blank" >FV10295: Safety glass with reinforcement</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2019

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Engineering Mechanics 2019: Book of full texts

  • ISBN

    978-80-87012-71-0

  • ISSN

    1805-8248

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    145-148

  • Publisher name

    Institute of Thermomechanics, AS CR, v.v.i.

  • Place of publication

    Prague

  • Event location

    Svratka

  • Event date

    May 13, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000613255300031