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Cohesive Cracking Simulation of Asphalt Mixture with Reflective Crack through XFEM
Firstly, the parameters of cohesive zone model in ABAQUS software are calibrated through the cohesive constitutive model determined by cohesive potential energy, which is provided by Oriz and Pandofi(1999). Then, the validity and liability are verified by the single element example which compares extended finite element simulation with experimental results. Lastly, it puts forward the model of FEM based on the highway pre-sawed cracks. The curve of CMOD with changing temperature is obtained, and the curve can be divided into three stage segments. The middle stage segment changes dramatically for the local cracking in the crack tip field between asphalt surface and base. The research results illustrate the cracking mechanisms of asphalt pavement under changing temperature.
Cohesive Cracking Simulation of Asphalt Mixture with Reflective Crack through XFEM
Firstly, the parameters of cohesive zone model in ABAQUS software are calibrated through the cohesive constitutive model determined by cohesive potential energy, which is provided by Oriz and Pandofi(1999). Then, the validity and liability are verified by the single element example which compares extended finite element simulation with experimental results. Lastly, it puts forward the model of FEM based on the highway pre-sawed cracks. The curve of CMOD with changing temperature is obtained, and the curve can be divided into three stage segments. The middle stage segment changes dramatically for the local cracking in the crack tip field between asphalt surface and base. The research results illustrate the cracking mechanisms of asphalt pavement under changing temperature.
Cohesive Cracking Simulation of Asphalt Mixture with Reflective Crack through XFEM
Zhang, Jia-Min (author) / Zhang, Bo (author) / Wang, Jin-Chang (author)
2012
9 Seiten
Conference paper
English
Cohesive Cracking Simulation of Asphalt Mixture with Reflective Crack through XFEM
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