Cargando…
Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures
To give engineers involved in planning and designing of asphalt pavements a more accurate prediction of crack initiation and propagation, theory-based models need to be developed to connect the loading conditions and fracture mechanisms present in laboratory tests and under traffic loading. The aim...
Autores principales: | , , , , , |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2019
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6515174/ https://www.ncbi.nlm.nih.gov/pubmed/31003513 http://dx.doi.org/10.3390/ma12081278 |
_version_ | 1783418030457356288 |
---|---|
author | Liu, Pengfei Chen, Jian Lu, Guoyang Wang, Dawei Oeser, Markus Leischner, Sabine |
author_facet | Liu, Pengfei Chen, Jian Lu, Guoyang Wang, Dawei Oeser, Markus Leischner, Sabine |
author_sort | Liu, Pengfei |
collection | PubMed |
description | To give engineers involved in planning and designing of asphalt pavements a more accurate prediction of crack initiation and propagation, theory-based models need to be developed to connect the loading conditions and fracture mechanisms present in laboratory tests and under traffic loading. The aim of this study is to develop a technical basis for the simulation of fracture behavior of asphalt pavements. The cohesive zone model (CZM) approach was applied in the commercial FE software ABAQUS to analyze crack propagation in asphalt layers. The CZM developed from the asphalt mixtures in this study can be used to simulate the fracture behavior of pavements and further optimize both the structure and the materials. The investigations demonstrated that the remaining service life of asphalt pavements under cyclic load after the initial onset of macro-cracks can be predicted. The developed CZM can, therefore, usefully supplement conventional design methods by improving the accuracy of the predicted stress states and by increasing the quality, efficiency, and safety of mechanical design methods by using this more realistic modeling approach. |
format | Online Article Text |
id | pubmed-6515174 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2019 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-65151742019-05-31 Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures Liu, Pengfei Chen, Jian Lu, Guoyang Wang, Dawei Oeser, Markus Leischner, Sabine Materials (Basel) Article To give engineers involved in planning and designing of asphalt pavements a more accurate prediction of crack initiation and propagation, theory-based models need to be developed to connect the loading conditions and fracture mechanisms present in laboratory tests and under traffic loading. The aim of this study is to develop a technical basis for the simulation of fracture behavior of asphalt pavements. The cohesive zone model (CZM) approach was applied in the commercial FE software ABAQUS to analyze crack propagation in asphalt layers. The CZM developed from the asphalt mixtures in this study can be used to simulate the fracture behavior of pavements and further optimize both the structure and the materials. The investigations demonstrated that the remaining service life of asphalt pavements under cyclic load after the initial onset of macro-cracks can be predicted. The developed CZM can, therefore, usefully supplement conventional design methods by improving the accuracy of the predicted stress states and by increasing the quality, efficiency, and safety of mechanical design methods by using this more realistic modeling approach. MDPI 2019-04-18 /pmc/articles/PMC6515174/ /pubmed/31003513 http://dx.doi.org/10.3390/ma12081278 Text en © 2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Liu, Pengfei Chen, Jian Lu, Guoyang Wang, Dawei Oeser, Markus Leischner, Sabine Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures |
title | Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures |
title_full | Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures |
title_fullStr | Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures |
title_full_unstemmed | Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures |
title_short | Numerical Simulation of Crack Propagation in Flexible Asphalt Pavements Based on Cohesive Zone Model Developed from Asphalt Mixtures |
title_sort | numerical simulation of crack propagation in flexible asphalt pavements based on cohesive zone model developed from asphalt mixtures |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6515174/ https://www.ncbi.nlm.nih.gov/pubmed/31003513 http://dx.doi.org/10.3390/ma12081278 |
work_keys_str_mv | AT liupengfei numericalsimulationofcrackpropagationinflexibleasphaltpavementsbasedoncohesivezonemodeldevelopedfromasphaltmixtures AT chenjian numericalsimulationofcrackpropagationinflexibleasphaltpavementsbasedoncohesivezonemodeldevelopedfromasphaltmixtures AT luguoyang numericalsimulationofcrackpropagationinflexibleasphaltpavementsbasedoncohesivezonemodeldevelopedfromasphaltmixtures AT wangdawei numericalsimulationofcrackpropagationinflexibleasphaltpavementsbasedoncohesivezonemodeldevelopedfromasphaltmixtures AT oesermarkus numericalsimulationofcrackpropagationinflexibleasphaltpavementsbasedoncohesivezonemodeldevelopedfromasphaltmixtures AT leischnersabine numericalsimulationofcrackpropagationinflexibleasphaltpavementsbasedoncohesivezonemodeldevelopedfromasphaltmixtures |