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    Monitoring Environmental and Climatic Exposure Conditions for Structures in Cold Regions

    Source: Journal of Cold Regions Engineering:;2021:;Volume ( 035 ):;issue: 002::page 04021007-1
    Author:
    Gilberto Cidreira Keserle
    ,
    Thomas Sanchez
    ,
    David Conciatori
    ,
    Luc Chouinard
    DOI: 10.1061/(ASCE)CR.1943-5495.0000249
    Publisher: ASCE
    Abstract: The durability of structures is greatly affected by their level of exposure to environmental and climatic conditions. In the case of northern structures, a major factor of deterioration is the corrosion of reinforcing steel due to the ingress of chloride ions from deicing salts during the winter season. The rate of penetration of chloride ions is a function of the properties of the concrete and exposure conditions, which can be direct (e.g., ponding on a slab), by splashing (e.g., on parapets), and by mist. Several models have been proposed to model the ingress of chloride ions for each mode of exposure; however, many assumptions are required for boundary conditions at the surface of concrete elements given the current state of knowledge. The objective of this research is to address these issues through the development of a custom meteorological station and measuring devices that can be deployed near existing structures. In this article, the station and its measuring devices are described, and typical data collected for one winter season are described.
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      Monitoring Environmental and Climatic Exposure Conditions for Structures in Cold Regions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4271111
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    contributor authorGilberto Cidreira Keserle
    contributor authorThomas Sanchez
    contributor authorDavid Conciatori
    contributor authorLuc Chouinard
    date accessioned2022-02-01T00:13:46Z
    date available2022-02-01T00:13:46Z
    date issued6/1/2021
    identifier other%28ASCE%29CR.1943-5495.0000249.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271111
    description abstractThe durability of structures is greatly affected by their level of exposure to environmental and climatic conditions. In the case of northern structures, a major factor of deterioration is the corrosion of reinforcing steel due to the ingress of chloride ions from deicing salts during the winter season. The rate of penetration of chloride ions is a function of the properties of the concrete and exposure conditions, which can be direct (e.g., ponding on a slab), by splashing (e.g., on parapets), and by mist. Several models have been proposed to model the ingress of chloride ions for each mode of exposure; however, many assumptions are required for boundary conditions at the surface of concrete elements given the current state of knowledge. The objective of this research is to address these issues through the development of a custom meteorological station and measuring devices that can be deployed near existing structures. In this article, the station and its measuring devices are described, and typical data collected for one winter season are described.
    publisherASCE
    titleMonitoring Environmental and Climatic Exposure Conditions for Structures in Cold Regions
    typeJournal Paper
    journal volume35
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)CR.1943-5495.0000249
    journal fristpage04021007-1
    journal lastpage04021007-11
    page11
    treeJournal of Cold Regions Engineering:;2021:;Volume ( 035 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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