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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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