Homogenization of the elastic-viscoplastic damage behavior of asphalt mixtures based on the mesomechanical Mori–Tanaka method
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
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1435-5663
- Extent
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Online-Ressource
- Language
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Englisch
- Notes
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online resource.
- Bibliographic citation
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Homogenization of the elastic-viscoplastic damage behavior of asphalt mixtures based on the mesomechanical Mori–Tanaka method ; day:5 ; month:3 ; year:2022 ; pages:1-17
Engineering with computers ; (5.3.2022), 1-17
- Classification
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Ingenieurwissenschaften und Maschinenbau
- Creator
- Contributor
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SpringerLink (Online service)
- DOI
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10.1007/s00366-022-01628-3
- URN
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urn:nbn:de:101:1-2022060201202291615464
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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15.08.2025, 7:37 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Du, Cong
- Liu, Pengfei
- Oeser, Markus
- SpringerLink (Online service)
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Homogenization of the elastic-viscoplastic damage behavior of asphalt mixtures based on the mesomechanical Mori–Tanaka method
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Influence of temperature on the cracking behavior of asphalt base courses with structural weaknesses
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Homogenization of the elastic-viscoplastic damage behavior of asphalt mixtures based on the mesomechanical Mori–Tanaka method
Evaluation and Improvement of the Current CRCP Pavement Design Method
Atomic perspectives on the impact of aggregate surface roughness: Unraveling changes in bond strength and failure modes at the bitumen-aggregate interface
Study of the influence of pavement unevenness on the mechanical response of asphalt pavement by means of the finite element method
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Moisture damage mechanism of asphalt mixtures containing reclaimed asphalt pavement binder: A novel molecular dynamics study
Morphological simplification of asphaltic mixture components for micromechanical simulation using finite element method
Influence of temperature on the cracking behavior of asphalt base courses with structural weaknesses
Virtual modeling of asphalt mixture beam using density and distributional controls of aggregate contact
Evaluation of Design Procedure and Performance of Continuously Reinforced Concrete Pavement According to AASHTO Design Methods