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Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete

To solve the problem of snow on steel bridge areas endangering traffic safety and low road traffic efficiency in winter, conductive gussasphait concrete (CGA) was prepared by mixing conductive phase materials (graphene and carbon fiber) into Gussasphalt (GA). First, through high-temperature rutting...

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Autores principales: Li, Zhenxia, Guo, Tengteng, Chen, Yuanzhao, Wang, Yibin, Niu, Xiangjie, Tang, Deqing, Hao, Menghui, Zhao, Xu, Liu, Jinyuan
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10140948/
https://www.ncbi.nlm.nih.gov/pubmed/37112011
http://dx.doi.org/10.3390/polym15081864
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author Li, Zhenxia
Guo, Tengteng
Chen, Yuanzhao
Wang, Yibin
Niu, Xiangjie
Tang, Deqing
Hao, Menghui
Zhao, Xu
Liu, Jinyuan
author_facet Li, Zhenxia
Guo, Tengteng
Chen, Yuanzhao
Wang, Yibin
Niu, Xiangjie
Tang, Deqing
Hao, Menghui
Zhao, Xu
Liu, Jinyuan
author_sort Li, Zhenxia
collection PubMed
description To solve the problem of snow on steel bridge areas endangering traffic safety and low road traffic efficiency in winter, conductive gussasphait concrete (CGA) was prepared by mixing conductive phase materials (graphene and carbon fiber) into Gussasphalt (GA). First, through high-temperature rutting test, low-temperature bending test, immersion Marshall test, freeze–thaw splitting test and fatigue test, the high-temperature stability, low-temperature crack resistance, water stability and fatigue performance of CGA with different conductive phase materials were systematically studied. Second, the influence of different content of conductive phase materials on the conductivity of CGA was studied through the electrical resistance test, and the microstructure characteristics were analyzed via SEM. Finally, the electrothermal properties of CGA with different conductive phase materials were studied via heating test and simulated ice-snow melting test. The results showed that the addition of graphene/carbon fiber can significantly improve the high-temperature stability, low-temperature crack resistance, water stability and fatigue performance of CGA. The contact resistance between electrode and specimen can be effectively reduced when the graphite distribution is 600 g/m(2). The resistivity of 0.3% carbon fiber + 0.5% graphene rutting plate specimen can reach 4.70 Ω·m. Graphene and carbon fiber in asphalt mortar construct a complete conductive network. The heating efficiency of 0.3% carbon fiber + 0.5% graphene rutting plate specimen is 71.4%, and the ice-snow melting efficiency is 28.73%, demonstrating good electrothermal performance and ice-snow melting effect.
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spelling pubmed-101409482023-04-29 Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete Li, Zhenxia Guo, Tengteng Chen, Yuanzhao Wang, Yibin Niu, Xiangjie Tang, Deqing Hao, Menghui Zhao, Xu Liu, Jinyuan Polymers (Basel) Article To solve the problem of snow on steel bridge areas endangering traffic safety and low road traffic efficiency in winter, conductive gussasphait concrete (CGA) was prepared by mixing conductive phase materials (graphene and carbon fiber) into Gussasphalt (GA). First, through high-temperature rutting test, low-temperature bending test, immersion Marshall test, freeze–thaw splitting test and fatigue test, the high-temperature stability, low-temperature crack resistance, water stability and fatigue performance of CGA with different conductive phase materials were systematically studied. Second, the influence of different content of conductive phase materials on the conductivity of CGA was studied through the electrical resistance test, and the microstructure characteristics were analyzed via SEM. Finally, the electrothermal properties of CGA with different conductive phase materials were studied via heating test and simulated ice-snow melting test. The results showed that the addition of graphene/carbon fiber can significantly improve the high-temperature stability, low-temperature crack resistance, water stability and fatigue performance of CGA. The contact resistance between electrode and specimen can be effectively reduced when the graphite distribution is 600 g/m(2). The resistivity of 0.3% carbon fiber + 0.5% graphene rutting plate specimen can reach 4.70 Ω·m. Graphene and carbon fiber in asphalt mortar construct a complete conductive network. The heating efficiency of 0.3% carbon fiber + 0.5% graphene rutting plate specimen is 71.4%, and the ice-snow melting efficiency is 28.73%, demonstrating good electrothermal performance and ice-snow melting effect. MDPI 2023-04-13 /pmc/articles/PMC10140948/ /pubmed/37112011 http://dx.doi.org/10.3390/polym15081864 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/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 (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Li, Zhenxia
Guo, Tengteng
Chen, Yuanzhao
Wang, Yibin
Niu, Xiangjie
Tang, Deqing
Hao, Menghui
Zhao, Xu
Liu, Jinyuan
Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete
title Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete
title_full Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete
title_fullStr Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete
title_full_unstemmed Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete
title_short Preparation and Properties of Composite Graphene/Carbon Fiber Pouring Conductive Asphalt Concrete
title_sort preparation and properties of composite graphene/carbon fiber pouring conductive asphalt concrete
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10140948/
https://www.ncbi.nlm.nih.gov/pubmed/37112011
http://dx.doi.org/10.3390/polym15081864
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