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    Effects of Environment and Fatigue on the Piezoresistivity of Carbon Nanotube–Cement Composite

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 003
    Author:
    Li Jin-lu;Feng Zi-qiang;Wu Jia-jie;Wei Shan-shan;Ge Zhi
    DOI: 10.1061/JHTRCQ.0000635
    Publisher: American Society of Civil Engineers
    Abstract: The effects of environment and fatigue on the electrical resistance and piezoresistivity of the carbon nanotube–cement composite is investigated under a service environment using a four-probe method. The main influencing factors include temperature (2, 3, 4°C, and 5°C), water content (%–6.4%), temperature and water content coupling, and number of fatigue cycles (2, 4, 6, 11, 16, and 24×13). Test results showed that environment and fatigue considerably affected resistivity and piezoresistivity. The resistivity of the composite decreased as water content increased. When water content changed from 1.3% to 5.8%, resistivity was reduced 43%. By contrast, piezoresistivity and change in resistance initially increased and then decreased as water content increased. Temperature substantially affected resistivity and piezoresistivity. As temperature increased, resistivity decreased but piezoresistivity increased. Electrical resistance and change in resistivity exhibited a strong linear relationship with temperatures ranging from 2°C to 5°C with an R2 of over .99. As temperature increased from 2°C to 5°C, resistivity decreased 35% and change in resistivity increased 84%, thereby indicating improved piezoresistivity. Piezoresistive sensitivity to temperature demonstrated a strong negative linear relationship with water content with an R2 of .915. Electrical resistance and piezoresistivity increased as the number of cycles increased. The major causes of changes in resistivity and piezoresistivity are a change in tunneling conduction and the development of micro-cracks.
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      Effects of Environment and Fatigue on the Piezoresistivity of Carbon Nanotube–Cement Composite

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    contributor authorLi Jin-lu;Feng Zi-qiang;Wu Jia-jie;Wei Shan-shan;Ge Zhi
    date accessioned2019-02-26T07:46:51Z
    date available2019-02-26T07:46:51Z
    date issued2018
    identifier otherJHTRCQ.0000635.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249323
    description abstractThe effects of environment and fatigue on the electrical resistance and piezoresistivity of the carbon nanotube–cement composite is investigated under a service environment using a four-probe method. The main influencing factors include temperature (2, 3, 4°C, and 5°C), water content (%–6.4%), temperature and water content coupling, and number of fatigue cycles (2, 4, 6, 11, 16, and 24×13). Test results showed that environment and fatigue considerably affected resistivity and piezoresistivity. The resistivity of the composite decreased as water content increased. When water content changed from 1.3% to 5.8%, resistivity was reduced 43%. By contrast, piezoresistivity and change in resistance initially increased and then decreased as water content increased. Temperature substantially affected resistivity and piezoresistivity. As temperature increased, resistivity decreased but piezoresistivity increased. Electrical resistance and change in resistivity exhibited a strong linear relationship with temperatures ranging from 2°C to 5°C with an R2 of over .99. As temperature increased from 2°C to 5°C, resistivity decreased 35% and change in resistivity increased 84%, thereby indicating improved piezoresistivity. Piezoresistive sensitivity to temperature demonstrated a strong negative linear relationship with water content with an R2 of .915. Electrical resistance and piezoresistivity increased as the number of cycles increased. The major causes of changes in resistivity and piezoresistivity are a change in tunneling conduction and the development of micro-cracks.
    publisherAmerican Society of Civil Engineers
    titleEffects of Environment and Fatigue on the Piezoresistivity of Carbon Nanotube–Cement Composite
    typeJournal Paper
    journal volume12
    journal issue3
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000635
    page16
    treeJournal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 003
    contenttypeFulltext
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