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Utilization of Vacuum-Formed Plastic Membranes for the Production of Lightened HPC Panels

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00330996" target="_blank" >RIV/68407700:21110/19:00330996 - isvavai.cz</a>

  • Alternative codes found

    RIV/68407700:21720/19:00330996

  • Result on the web

    <a href="https://doi.org/10.4028/www.scientific.net/SSP.292.236" target="_blank" >https://doi.org/10.4028/www.scientific.net/SSP.292.236</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.292.236" target="_blank" >10.4028/www.scientific.net/SSP.292.236</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Utilization of Vacuum-Formed Plastic Membranes for the Production of Lightened HPC Panels

  • Original language description

    This paper describes the utilization of vacuum-formed plastic membranes for the production of lightened panels made of high-performance concrete with technical textile reinforcement. The use of vacuum-formed plastic membranes is aimed to reduce the cost and increase the efficiency of production of concrete elements with highly profiled surface. Studded plastic membrane is cheap alternative to silicone or steel and while it provides slightly lower precision of manufacturing it surpasses especially the steel alternative in the terms of demoulding, since it has not sharp edges and can be easily bended.Second part of the article focuses on the limitations given by the lightening and the approach to reduce them while maintaining the reduction of material usage. The cross-section weakened by lightening in comparison to the un-lightened specimens leads to earlier development of cracks in concrete matrix and lower ultimate bending strength caused by shear failure of the lightened cross-section. The development of cracks in concrete matrix cannot be easily controlled while maintaining the same level of lightening but by addition of another layer of the reinforcement it is possible to achieve similar ultimate bending strength as in the case of elements with full cross-section and same thickness.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • 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

    25th Concrete Days 2018

  • ISBN

    978-3-0357-1459-3

  • ISSN

  • e-ISSN

    1662-9779

  • Number of pages

    6

  • Pages from-to

    236-241

  • Publisher name

    Trans Tech Publications

  • Place of publication

    Curich

  • Event location

    Praha

  • Event date

    Nov 21, 2018

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article