A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Energy-based characterization of the fatigue crack density evolution of asphalt binders through controlled-stress fatigue testing
https://orcid.org/0000-0002-0851-3746
https://orcid.org/0000-0001-8407-8427
https://orcid.org/0000-0002-7797-1134
Highlights Fatigue crack initiation and propagation were characterized based on the Griffith theory and the modified Paris’ law. The modified asphalt binder showed better crack initiation resistance due to the SBS modifier compared with the unmodified asphalt binder. The fatigue crack density growth rate was modeled with a modified Paris’ law by only considering the DPSE for fatigue cracking. There was an excellent linear relationship between the values of modified Paris’ law coefficients n and A.
Abstract Fatigue crack behavior of asphalt binder plays an important influence on the fatigue performance of asphalt pavements. To evaluate the fatigue crack density evolution within the steady growth stage of #70 unmodified asphalt binder and SBS modified asphalt binder, the crack initiation and propagation were characterized based on Griffith theory and modified Paris’ law, respectively. Aiming to calculate the horizontal length of crack initiation (a), the surface free energy of those two asphalt binders were calculated by contact angle measured with Wilhelmy plate test. Also, the stress sweep tests and time sweep tests were performed using Dynamic Shear Rheometer (DSR) to obtain the mechanical parameters of asphalt binders for calculation of fatigue crack density () and dissipated pseudo strain energy (DPSE). They were fitted by modified Paris’ law, and coefficients n and A were determined. Results show that a for two asphalt binders increase with the increasing stress level and SBS modified asphalt binder shows a larger crack size in crack initiation, which means that SBS modified asphalt binder shows a better crack initiation resistance compared with unmodified asphalt binder. The and DPSE within the steady growth stage follow the linear relationship, indicating that the unit DPSE causes the equal amount of increase in . In addition, the A and n are independent on the stress levels. They are fundamental material properties and there is a linear relationship between the log(A) and n. SBS modified asphalt binder processes the better fatigue crack resistance because of the smaller value of n.
Energy-based characterization of the fatigue crack density evolution of asphalt binders through controlled-stress fatigue testing
https://orcid.org/0000-0002-0851-3746
https://orcid.org/0000-0001-8407-8427
https://orcid.org/0000-0002-7797-1134
Highlights Fatigue crack initiation and propagation were characterized based on the Griffith theory and the modified Paris’ law. The modified asphalt binder showed better crack initiation resistance due to the SBS modifier compared with the unmodified asphalt binder. The fatigue crack density growth rate was modeled with a modified Paris’ law by only considering the DPSE for fatigue cracking. There was an excellent linear relationship between the values of modified Paris’ law coefficients n and A.
Abstract Fatigue crack behavior of asphalt binder plays an important influence on the fatigue performance of asphalt pavements. To evaluate the fatigue crack density evolution within the steady growth stage of #70 unmodified asphalt binder and SBS modified asphalt binder, the crack initiation and propagation were characterized based on Griffith theory and modified Paris’ law, respectively. Aiming to calculate the horizontal length of crack initiation (a), the surface free energy of those two asphalt binders were calculated by contact angle measured with Wilhelmy plate test. Also, the stress sweep tests and time sweep tests were performed using Dynamic Shear Rheometer (DSR) to obtain the mechanical parameters of asphalt binders for calculation of fatigue crack density () and dissipated pseudo strain energy (DPSE). They were fitted by modified Paris’ law, and coefficients n and A were determined. Results show that a for two asphalt binders increase with the increasing stress level and SBS modified asphalt binder shows a larger crack size in crack initiation, which means that SBS modified asphalt binder shows a better crack initiation resistance compared with unmodified asphalt binder. The and DPSE within the steady growth stage follow the linear relationship, indicating that the unit DPSE causes the equal amount of increase in . In addition, the A and n are independent on the stress levels. They are fundamental material properties and there is a linear relationship between the log(A) and n. SBS modified asphalt binder processes the better fatigue crack resistance because of the smaller value of n.
Energy-based characterization of the fatigue crack density evolution of asphalt binders through controlled-stress fatigue testing
https://orcid.org/0000-0002-0851-3746
https://orcid.org/0000-0001-8407-8427
https://orcid.org/0000-0002-7797-1134
Highlights Fatigue crack initiation and propagation were characterized based on the Griffith theory and the modified Paris’ law. The modified asphalt binder showed better crack initiation resistance due to the SBS modifier compared with the unmodified asphalt binder. The fatigue crack density growth rate was modeled with a modified Paris’ law by only considering the DPSE for fatigue cracking. There was an excellent linear relationship between the values of modified Paris’ law coefficients n and A.
Abstract Fatigue crack behavior of asphalt binder plays an important influence on the fatigue performance of asphalt pavements. To evaluate the fatigue crack density evolution within the steady growth stage of #70 unmodified asphalt binder and SBS modified asphalt binder, the crack initiation and propagation were characterized based on Griffith theory and modified Paris’ law, respectively. Aiming to calculate the horizontal length of crack initiation (a), the surface free energy of those two asphalt binders were calculated by contact angle measured with Wilhelmy plate test. Also, the stress sweep tests and time sweep tests were performed using Dynamic Shear Rheometer (DSR) to obtain the mechanical parameters of asphalt binders for calculation of fatigue crack density () and dissipated pseudo strain energy (DPSE). They were fitted by modified Paris’ law, and coefficients n and A were determined. Results show that a for two asphalt binders increase with the increasing stress level and SBS modified asphalt binder shows a larger crack size in crack initiation, which means that SBS modified asphalt binder shows a better crack initiation resistance compared with unmodified asphalt binder. The and DPSE within the steady growth stage follow the linear relationship, indicating that the unit DPSE causes the equal amount of increase in . In addition, the A and n are independent on the stress levels. They are fundamental material properties and there is a linear relationship between the log(A) and n. SBS modified asphalt binder processes the better fatigue crack resistance because of the smaller value of n.
Energy-based characterization of the fatigue crack density evolution of asphalt binders through controlled-stress fatigue testing
Shi, Chenguang (author) / Cai, Xing (author) / Wang, Tianling (author) / Yi, Xingyu (author) / Liu, Song (author) / Yang, Jun (author) / Leng, Zhen (author)
2021-07-14
Article (Journal)
Electronic Resource
English
Characterization of Fatigue and Healing in Asphalt Binders
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