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
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Czech description
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Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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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