Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A dissipated energy comparison to evaluate fatigue resistance using 2-point bending
Fatigue is the main failure mode in pavement engineering. Typically, micro-cracks originate at the bottom of asphalt concrete layer due to horizontal tensile strains. Micro-cracks start to propagate towards the upper layers under repeated loading which can lead to pavement failure. Different methods are usually used to describe fatigue behavior in asphalt materials such as: phenomenological approach, fracture mechanics approach and dissipated energy approach. This paper presents a comparison of fatigue resistances calculated for different dissipated energy models using 2-point bending (2PB) at IFSTTAR in Nantes. 2PB tests have been undertaken under different loading and environmental conditions in order to evaluate the properties of the mixtures (stiffness, dissipated energy, fatigue life and healing effect).
A dissipated energy comparison to evaluate fatigue resistance using 2-point bending
Fatigue is the main failure mode in pavement engineering. Typically, micro-cracks originate at the bottom of asphalt concrete layer due to horizontal tensile strains. Micro-cracks start to propagate towards the upper layers under repeated loading which can lead to pavement failure. Different methods are usually used to describe fatigue behavior in asphalt materials such as: phenomenological approach, fracture mechanics approach and dissipated energy approach. This paper presents a comparison of fatigue resistances calculated for different dissipated energy models using 2-point bending (2PB) at IFSTTAR in Nantes. 2PB tests have been undertaken under different loading and environmental conditions in order to evaluate the properties of the mixtures (stiffness, dissipated energy, fatigue life and healing effect).
A dissipated energy comparison to evaluate fatigue resistance using 2-point bending
Cinzia Maggiore (Autor:in) / Gordon Airey (Autor:in) / Paul Marsac (Autor:in)
2014
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
A dissipated energy comparison to evaluate fatigue resistance using 2PB
| BASE | 2012
| British Library Conference Proceedings | 1997
A Dissipated Energy Approach to Fatigue Evaluation
| Taylor & Francis Verlag | 2006
Fatigue behaviour of cement stabilized materials using dissipated energy
| Springer Verlag | 2020
Fatigue behaviour of cement stabilized materials using dissipated energy
| Springer Verlag | 2020