Comparison of stiffness moduli using 2-point and 4-point bending tests

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00181169" target="_blank" >RIV/68407700:21110/10:00181169 - isvavai.cz</a>
Nalezeny alternativní kódy
RIV/68407700:21260/10:00181169
Výsledek na webu
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Jazyk výsledku
angličtina
Název v původním jazyce
Comparison of stiffness moduli using 2-point and 4-point bending tests
Popis výsledku v původním jazyce
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.
Název v anglickém jazyce
Comparison of stiffness moduli using 2-point and 4-point bending tests
Popis výsledku anglicky
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.

Rok uplatnění
2010
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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