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%2F09%3APU91483" target="_blank" >RIV/00216305:26110/09:PU91483 - 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 the paper two different methodologies have been adopted and compared per-forming tests on selected asphalt concretes, 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 modulus are being compared at different tem-peratures, which were found unnecessary. Paper describes influenceof 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
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings - 2 nd Workshop on Four Point Bending
ISBN
978-972-8692-42-1
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
University of Minho
Place of publication
University of Minho, Guimaraes, Portugal
Event location
Guimaraes, Portugal
Event date
Sep 24, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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