2020
DOI: 10.1016/j.mechmat.2020.103462
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Energy-based mechanistic approach for crack growth characterization of asphalt binder

Abstract: This is a PDF file of an article that has undergone enhancements after acceptance, such as the addition of a cover page and metadata, and formatting for readability, but it is not yet the definitive version of record. This version will undergo additional copyediting, typesetting and review before it is published in its final form, but we are providing this version to give early visibility of the article. Please note that, during the production process, errors may be discovered which could affect the content, a… Show more

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Cited by 31 publications
(15 citation statements)
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“…In this study, the EBM approach can be applied to determine a damage evolution model for asphalt binders. A torque equilibrium principle and two energy balance principles are listed as follows [36][37]:…”
Section: Establishment Of Deterministic Fatigue Damage Model For Asphalt Bindersmentioning
confidence: 99%
“…In this study, the EBM approach can be applied to determine a damage evolution model for asphalt binders. A torque equilibrium principle and two energy balance principles are listed as follows [36][37]:…”
Section: Establishment Of Deterministic Fatigue Damage Model For Asphalt Bindersmentioning
confidence: 99%
“…When the destructive time sweep test is carried out on the bituminous materials, fatigue cracks gradually generate and expand to the loading center of the sample with the increase of loading cycle [20][21]. In this study, the entire bituminous material sample containing edge fatigue crack is defined as the apparent material, while the central nondestructive material without edge crack is defined as the intact material.…”
Section: Establishment Of the Shear Strain And Shear Stress Modelsmentioning
confidence: 99%
“…( 13), ( 14), (15). The true radius r T of bituminous materials can be obtained when performing the controlled-strain shear fatigue test [20]:…”
Section: Rse Rse mentioning
confidence: 99%
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