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Investigation of the elastic modulus of polymer sleepers under a quasistatic and cyclic loading

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00332939" target="_blank" >RIV/68407700:21110/19:00332939 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.2478/cee-2019-0016" target="_blank" >https://doi.org/10.2478/cee-2019-0016</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.2478/cee-2019-0016" target="_blank" >10.2478/cee-2019-0016</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Investigation of the elastic modulus of polymer sleepers under a quasistatic and cyclic loading

  • Original language description

    In ballasted track, the wheel load is transmitted to the subgrade via sleepers commonly made of impregnated wood, prestressed concrete, steel or recently developed polymer sleepers. Mentioned material types of sleepers are characterized by different elastic moduli being a key parameter in any numerical model. Hence, this paper aims to determine the elastic modulus of sleepers subjected to a laboratory four-point bending test. A traffic resembling load level of 60 kN adopted from a typical axle load distributed by the rails to the sleeper was applied in a quasistatic and cyclic loading. The samples included sleepers made of polymers complemented with wood and pre-stressed concrete. The results of this paper are based on the elastic modulus investigation. Main conclusions are focused on the sleeper’s elastic modulus under changing loading frequencies. Wood and prestressed concrete sleepers indicated mainly elastic behaviour resulting in a constant elastic modulus. However, polymer sleepers showed a loading frequency dependent elastic modulus as a result of their viscous elastic behaviour. Moreover, the conclusions of this paper involve E-modulus measurements of impregnated beech sleepers in order to describe their piece by piece elasticity variation due to their natural origin.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2019

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Civil and Environmental Engineering

  • ISSN

    1336-5835

  • e-ISSN

    2199-6512

  • Volume of the periodical

    15

  • Issue of the periodical within the volume

    2

  • Country of publishing house

    SK - SLOVAKIA

  • Number of pages

    9

  • Pages from-to

    125-133

  • UT code for WoS article

    000504043000005

  • EID of the result in the Scopus database

    2-s2.0-85075986440