Show simple item record

dc.contributor.authorGilberto Cidreira Keserle
dc.contributor.authorThomas Sanchez
dc.contributor.authorDavid Conciatori
dc.contributor.authorLuc Chouinard
dc.date.accessioned2022-02-01T00:13:46Z
dc.date.available2022-02-01T00:13:46Z
dc.date.issued6/1/2021
dc.identifier.other%28ASCE%29CR.1943-5495.0000249.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271111
dc.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.
dc.publisherASCE
dc.titleMonitoring Environmental and Climatic Exposure Conditions for Structures in Cold Regions
dc.typeJournal Paper
dc.journal.volume35
dc.journal.issue2
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)CR.1943-5495.0000249
dc.journal.fristpage04021007-1
dc.journal.lastpage04021007-11
dc.page11
dc.treeJournal of Cold Regions Engineering:;2021:;Volume ( 035 ):;issue: 002
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record