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Static analysis of sandwich composite panels

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F22%3APU143252" target="_blank" >RIV/00216305:26110/22:PU143252 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.4028/p-49f405" target="_blank" >http://dx.doi.org/10.4028/p-49f405</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/p-49f405" target="_blank" >10.4028/p-49f405</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Static analysis of sandwich composite panels

  • Original language description

    The paper describes the development of a sandwich composite beam based on FRP materials, which is a suitable alternative to reinforced concrete beams in specific applications. Its application is mainly in the field of aggressive environments (e.g. wastewater treatment plants), where these materials show higher durability and stability compared to reinforced concrete. Compared to pultruded FRP beams, the developed solution is defined by a more appropriate use of the properties of the sub-components. The optimum use of composite materials, where the upper and lower flange of the beam consists of pultruded composite profiles of TT cross-section (so-called "PI" profile) and the standing composite grating, results in a beam with relatively high stiffness, load-bearing capacity and high resistance to aggressive environments at very low self-weight. The resulting properties of this beam can be varied thanks to the variability of the dimensions of the web as well as a suitable laminate surface treatment. This in the final combination creates a sandwich composite structure. In this paper, the actual experimental verification of the behavior of the composite beam in a 4-point bending test is presented. Different configurations of the beam design allowed to describe the influence of the laminate surface layer (verification of the sandwich functionality), but also the influence of the beam connection at the standing point on the resulting behavior. As a result of the experiments carried out, the physical and mechanical parameters of the sandwich composite beam structure have been obtained and insights for further use of this type of structure have been gained.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/FV40278" target="_blank" >FV40278: Durable sandwich supporting elements from progressive composite FRP materials</a><br>

  • Continuities

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

Others

  • Publication year

    2022

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Key Engineering Materials

  • ISBN

    978-80-907611-6-2

  • ISSN

    1662-9795

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    133-139

  • Publisher name

    Trans Tech Publications Ltd, Switzerland

  • Place of publication

    Switzerland

  • Event location

    Praha

  • Event date

    May 19, 2022

  • Type of event by nationality

    CST - Celostátní akce

  • UT code for WoS article