Comparison of stiffness moduli using 2-point and 4-point bending tests
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU91239" target="_blank" >RIV/00216305:26110/10:PU91239 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Comparison of stiffness moduli using 2-point and 4-point bending tests
Original language description
In this paper two different methodologies have been adopted and compared performing tests on selected asphalt concretes (AC's), called two point bending (2PB-TR) and four point bending (4PB-PB) using trapezoidal and prismatic beams respectively. Even though methodologies of these tests are known for some time interpretation of results according to the EU 12697-26 standard is rather unclear. Stiffness moduli are being compared at different temperatures, which were found unnecessary. Paper describes influence of different loadings and temperatures on selected asphalt concretes.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
CETRA 2010 Road and Rail Infrastructure
ISBN
978-953-6272-37-2
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
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Publisher name
Department of Transportation, Faculty of Civil Engineering, University of Zagreb
Place of publication
Zagreb, Croatia
Event location
Opatija
Event date
May 17, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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