YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Effect of Temperature on Mechanical Performance and Tensoresistivity of a New Sensor-Enabled Geosynthetic Material

    Source: Journal of Materials in Civil Engineering:;2019:;Volume (031):;issue:006
    Author:
    Xin-zhuang Cui;Jun Li;Jun-wei Su;Qing Jin;Yi-lin Wang;She-qiang Cui
    DOI: doi:10.1061/(ASCE)MT.1943-5533.0002698
    Publisher: American Society of Civil Engineers
    Abstract: In geotechnical engineering, geosynthetics are widely used as a reinforcement material for its numerous advantages. Moreover, its strain monitoring is increasingly crucial to ensure the safety of reinforced geotechnical structures. Therefore, a new sensor-enabled geosynthetic material named sensor-enabled geobelts (SEGB) was developed and manufactured. The SEGB has the reinforced function while achieving self-monitoring of strain. Its essence is a kind of conductive polymer, which is made from super conductive carbon black (CB) and high-density polyethylene (HDPE). To study the effects of temperature on the mechanical performance and the tensoresistivity of SEGB, two types of tensile tests were performed between its service temperature ranges (−20°C to 40°C). The results demonstrate that the tensile strength of SEGB first decreases with temperature and then becomes stable. However, the elongation at break consistently increases with the increase of the temperature. And the measurement results of the electrical resistance indicate the tensoresistivity response of SEGB become more sensitive with the temperature increases. Considering temperature effects, a nonlinear calibration model of the tensoresistivity was proposed to ensure the application of SEGB at different ambient temperatures.
    • Download: (959.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Effect of Temperature on Mechanical Performance and Tensoresistivity of a New Sensor-Enabled Geosynthetic Material

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4257157
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorXin-zhuang Cui;Jun Li;Jun-wei Su;Qing Jin;Yi-lin Wang;She-qiang Cui
    date accessioned2019-06-08T07:24:55Z
    date available2019-06-08T07:24:55Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002698.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257157
    description abstractIn geotechnical engineering, geosynthetics are widely used as a reinforcement material for its numerous advantages. Moreover, its strain monitoring is increasingly crucial to ensure the safety of reinforced geotechnical structures. Therefore, a new sensor-enabled geosynthetic material named sensor-enabled geobelts (SEGB) was developed and manufactured. The SEGB has the reinforced function while achieving self-monitoring of strain. Its essence is a kind of conductive polymer, which is made from super conductive carbon black (CB) and high-density polyethylene (HDPE). To study the effects of temperature on the mechanical performance and the tensoresistivity of SEGB, two types of tensile tests were performed between its service temperature ranges (−20°C to 40°C). The results demonstrate that the tensile strength of SEGB first decreases with temperature and then becomes stable. However, the elongation at break consistently increases with the increase of the temperature. And the measurement results of the electrical resistance indicate the tensoresistivity response of SEGB become more sensitive with the temperature increases. Considering temperature effects, a nonlinear calibration model of the tensoresistivity was proposed to ensure the application of SEGB at different ambient temperatures.
    publisherAmerican Society of Civil Engineers
    titleEffect of Temperature on Mechanical Performance and Tensoresistivity of a New Sensor-Enabled Geosynthetic Material
    typeJournal Article
    journal volume31
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doidoi:10.1061/(ASCE)MT.1943-5533.0002698
    page04019060
    treeJournal of Materials in Civil Engineering:;2019:;Volume (031):;issue:006
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian