Damage self-healing performance of basalt fiber asphalt concrete in high cold and high altitude area

• Autorzy: Yu Pei , Gao Suqin , Peng Jun

Identyfikatory

DOI

10.24425/ace.2025.153319

• Języki publikacji: EN

Abstrakty

EN

To explore the self-healing properties of basalt fiber asphalt concrete under different damage levels, freeze-thaw cycles, and ultraviolet radiation aging, a four-point bending fatigue test and scanning electron microscope are used to analyze from macro and micro perspectives. By comparing and analyzing the fatigue damage rate of DV and the cumulative dissipated energy of ECD before and after the specimen healing, the corresponding healing coefficient is obtained respectively. The conclusion shows that basalt fiber has improved damage self-healing properties of ordinary matrix asphalt concrete, and the maximum value of the damage healing coefficient is 96% (mass fraction, the same below); under the same environmental factors, the damage degree of specimens is inversely proportional to the healing coefficient; at the same degree of damage, the freeze-thaw cycle has the greatest impact on the healing performance of the test piece, and the damage healing coefficient decreases by up to 4%; Cumulative dissipated energy can be used as an analysis index to more accurately characterize the damage self-healing performance of asphalt concrete. Through scanning electron microscopy image analysis, the mechanism of the effect of basalt fiber on the self-healing performance of asphalt concrete before and after ultraviolet and freeze-thaw action is further microscopically explained.

Słowa kluczowe

EN

basalt fiber reinforced concrete; asphalt concrete; four-point bending test; fatigue test; damage healing properties; cumulative energy; dissipated energy; scanning electron microscope

PL

beton asfaltowy; beton zbrojony włóknami; włókno bazaltowe; badanie zmęczeniowe; zginanie czteropunktowe; właściwości naprawy uszkodzeń; energia skumulowana; energia rozproszona; skaningowy mikroskop elektronowy

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2025
• Tom: Vol. 71, nr 1
• Strony: 37--49
• Opis fizyczny: Bibliogr. 26 poz., il., tab.

Twórcy

autor

Yu Pei

• School of Civil Engineering, Xinyang University, Xinyang, China

• https://orcid.org/0009-0007-6615-5469

autor

Gao Suqin

• School of Civil Engineering, Xinyang University, Xinyang, China

• https://orcid.org/0009-0000-5383-6053

autor

Peng Jun

• School of Civil Engineering, Xinyang University, Xinyang, China

• https://orcid.org/0009-0005-4715-006X

Bibliografia

• [1] Z.Y. Wan, G. Guo, Z. Wang, S.H. He, J.L. Tan, and L.B. Hou, “Investigation on cracking performance of UHPC overlaid concrete deck at hogging moment zone of steel-concrete composite girders”, Archives of Civil Engineering, vol. 69, no. 4, pp. 445-457, 2023, doi: 10.24425/ace.2023.147669.
• [2] D.Y. Yoo, S. Kim, M.J. Kim, et al., “Self-healing capability of asphalt concrete with carbon-based materials”, Journal of Materials Research and Technology, vol. 8, no. 1, pp. 827-839, 2019, doi: 10.1016/J.JMRT.2018.07.001.
• [3] D. Grossegger, “Fatigue damage self-healing analysis and the occurrence of an optimal self-healing time in asphalt concrete”, Journal of Materials in Civil Engineering, vol. 33, no. 6, 2021, doi: 10.1061/(ASCE)MT.1943-5533.0003717.
• [4] Y. Pamulapati, M.A. Elseifi, S.B. Cooper III, et al., “Evaluation of self-healing of asphalt concrete through induction heating and metallic fibers”, Construction and Building Materials, vol. 146, pp. 66-75, 2017, doi: 10.1016/J.CONBUILDMAT.2017.04.064.
• [5] E. Schlangen and S. Sangadji, “Addressing infrastructure durability and sustainability by self healing mechanisms- Recent advances in self healing concrete and asphalt”, Procedia Engineering, vol. 54, pp. 39-57, 2013, doi: 10.1016/J.PROENG.2013.03.005.
• [6] R.C. Barrasa, V.B. López, et al., “Addressing durability of asphalt concrete by self-healing mechanism”, Procedia-Social and Behavioral Sciences, vol. 162, pp. 188-197, 2014, doi: 10.1016/J.SBSPRO.2014.12.199.
• [7] B. Behnia and H. Reis, “Self-healing of thermal cracks in asphalt pavements”, Construction and Building Materials, vol. 218, pp. 316-322, 2019, doi: 10.1016/J.CONBUILDMAT.2019.05.095.
• [8] M. Mirzamojeni, I. Aghayan, and R. Behzadian, “Evaluation of field aging effect on self-healing capability of asphalt mixtures”, Construction and Building Materials, vol. 369, art. no. 130571, 2023, doi: 10.1016/j.conbuildmat.2023.130571.
• [9] K. Chung, S. Lee, M. Prak, P. Yoo, and Y. Hong, “Preparation and characterization of microcapsule containing self-healing asphalt”, Journal of Industrial and Engineering Chemistry, vol. 29, pp. 330-337, 2015, doi: 10.1016/J.JIEC.2015.04.011.
• [10] H. Wang, J. Yang, and Z. Wang, “Study on fatigue self-healing characteristics of asphalt mixture”, Modern Transportation Technology, vol. 11, no. 4, pp. 1-5, 2014. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXaicCrUzPzMR8WP54xIlQhq61dY1uIzXPDHTXkIeGYZMtXJUtFCoTCBnbNqSv4S65l91DCzlD3VnX87GC7cz9T-QVzXqoHnjc2IVwU4gQiyhcOMUNSJ5GUtVRzfr4zrqgM=&uniplatform=NZKPT&language=CHS. [Accessed: 10 April. 2024].
• [11] R. Chen, Y. Cui, and L. Feng, “Fatigue and self-healing performance of asphalt mixture under aging", Journal of Building Materials, vol. 22, no. 3, pp. 487-492, 2019. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXajyvkPYHv5z3ogaXEA6ytcdHr34Bj1mYmdou7eW7KaQUOjmDceA82i_yHLyJ24qG–EqsGnyCVEa75VhNQdE5o9lcGCxQOxmsrnuHO8RsDK5UABp9fWN9awEWJ8K58vzdDUHfTXZ_01VQ=&uniplatform=NZKPT&language=CHS. [Accessed: 10 April. 2024].
• [12] Y. Cui, X. Li, and H. Wu, “Multi-scale evaluation of asphalt mixture damage healing performance”, Journal of Building Materials, vol. 6, pp. 1-19, 2020. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXaiIBGX1KbmUBYb_dX-GXugEkt2frxuAVMzrXEgdWnT-ZnWfLWxZ2oPMCCbkiRzfYAuqx-0r_r1I2ZWptSOgd99aWq2UkK5I_Ro5otKJAysX3qHesCAlX3T_-2z68EjXt9NdBANCFpVjGg=&uniplatform=NZKPT&language=CHS. [Accessed: 10 April. 2024].
• [13] W. Huang, P. Lin, and M. Zheng, “Analysis of factors influencing fatigue self-healing of SBS asphalt mixture”, Journal of Building Materials, vol. 19, pp. 950-956, 2016, doi: 10.3969/J.ISSN.1007-9629.2016.05.028.
• [14] J. Yang, H. Wang, and H. Liao, “Key influencing factors on fatigue self-healing performance of asphalt mixture”, Journal of Southeast University, vol. 46, no. 1, pp. 196-201, 2016. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXai9muXoSpnxdbG9v29IhkuKqz5SxcjVZEv9TMFNBrWMHSiSx6PgECPsqi_YTtUDZccKgL7sRquyI4jeYhRNyzs-pnkV2FqkS9TOz9rzUqw9v8XKYzeXKwzlW6cSdeUx1cesT7Ft27suBQ=&uniplatform=NZKPT&language=CHS. [Accessed: 10 April. 2024].
• [15] D. Sun and T. Lin, “Effect of modifier on asphalt self-healing ability”, Highway, vol. 60, no. 4, pp. 224-228, 2015. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXagO6I6GJQkPZjRdbK0dQGDtF37_yapHtLs51_KXhn4flxYcOpFLYciSz7ukyBWwUH7drW9ainWT34rt0uGQMx_wXZ93Rnh2jguXyD5C490GbcZ4OjdoBrJU&uniplatform=NZKPT. [Accessed: 10 April. 2024].
• [16] Z. Li, A. Shen, and Y. Guo, “Study on the relationship between basalt fiber asphalt mortar and low temperature performance of mixture”, Journal of Building Materials, vol. 24, no. 1, pp. 146-152, 2021. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXaiUggIyEMJNl9svcgG9iTDzEk3kaJda7moCaNOUHNdbOYBE6t1ruXKGg3m_9fIVIRn5TDp8d09TZ_0GR6t6l6CtEgoHfo64j9K9_CItAAoyIMl_PXO1mip81bQ2du6Rv6Odh9fhkyemg=&uniplatform=NZKPT&language=CHS. [Accessed: 10 April. 2024].
• [17] S. Zeng, Y. Dong, and W. Xu, “Study on cracking test of basalt fiber asphalt mixture”, New Building Materials, vol. 4, no. 1, pp. 46-49, 2019. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXajoVcrrD3uyXfbetO2KMywc6fLb5J0uq-S9htTklCH_wSJFn6w_dJzwz_e4tMYX0CxnyMr8nKmhaMCWDHGxn6uQdtbsn7SCDsEDoHSbLxZY8Ljai0MPU5kHSj04tSYYHeQbnoviVnc3vw=&uniplatform=NZKPT&language=CHS. [Accessed: 10 April. 2024].
• [18] L. Wang and Y. Wang, “Cracking resistance and influencing factors of asphalt mixture damaged by salt freeze”, Journal of Building Materials, vol. 19, no. 4, pp. 773-778, 2016. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXaigOY-4IS9BglF7Pf5qDMIGBt7yRZgPph9PDKDkwIhnLXBVCHwysRZ7jjpJOKCXcl4BsuFoLRU62jPL9hl1ivPCSrz6rgzNedD8QlXo3OQ5MW2SKx78KE78&uniplatform=NZKPT. [Accessed: 10 April. 2024].
• [19] Y. Sun, C. Fang, and J. Wang, “Fatigue life prediction method of rubber asphalt mixture based on stationary value of relative change rate of dissipative energy”, Journal of Building Materials, vol. 22, no. 1, pp. 108-112, 2019. [Online]. Available: https://kns.cnki.net/kcms2/article/abstract?v=Ma1nt2RbXaj6aUp9IMau2PwSBsTKyVk_Xl5asgRVM510g_S-8RCuU_Iav4cYJgRJjIrECsgMXf7Og8_qycyrRFHOLquWfqsEnt-bOHLB0_KqD4ZA0KeTd9UM5UF8J29o&uniplatform=NZKPT. [Accessed: 10 April. 2024].
• [20] Y. Cui, Q. Yu, and J. Han, “Multi-damage self-healing performance of asphalt mortar”, Journal of Composite Materials, vol. 35, no. 8, pp. 2158-2165, 2018, doi: 10.13801/j.cnki.fhclxb.20171206.007.
• [21] X. An, Q. Wu, F. Jin, M. Huang, H. Zhou, C. Chen, and C. Liu, “Rock-filled concrete, the new norm of SCC in hydraulic engineering in China", Cement and Concrete Composites, vol. 54, pp. 89-99, 2014, doi: 10.1016/J.CEMCONCOMP.2014.08.001.
• [22] X. Zhang, Z. Zhang, Z. Li, Y. Li, and T. Sun, “Filling capacity analysis of self-compacting concrete on rock-filled concrete based on DEM”, Construction and Building Materials, vol. 233, art. no. 117321, 2020, doi: 10.1016/j.conbuildmat.2019.117321.
• [23] T. Liang, F. Jin, D. Huang, and G. Wang," On the elastic modulus of rock-filled concrete”, Construction and Building Materials, vol. 340, art. no. 127819, 2022, doi: 10.1016/j.conbuildmat.2022.127819.
• [24] J. Yang, Y. Hu, Z. Zuo, F. Jin, and Q. Li, “Thermal analysis of mass concrete embedded with double-layer staggered hetero-geneous cooling water pipes”, Applied Thermal Engineering, vol. 35, pp. 145-156, 2012, doi: 10.1016/J.APPLTHERMALENG.2011.10.016.
• [25] C.S. Das, T. Dey, R. Dandapat, B.B. Mukharjee, and J. Kumar, “Performance evaluation of polypropylene fiber reinforced recycled aggregate concrete”, Construction and Building Materials, vol. 189, pp. 649-659, 2018, doi: 10.1016/J.CONBUILDMAT.2018.09.036.
• [26] J. Xie, Z. Zhang, Z. Lu, and M. Sun, “Coupling effects of silica fume and steel-fiber on the compressive behavior of recycled aggregate concrete after exposure to elevated temperature”, Construction and Building Materials, vol. 184, pp. 752-764, 2018, doi: 10.1016/j.conbuildmat.2018.07.035.