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Evaluation of shrinkage-induced stress in a runway repaired using compliant polymer concrete

Authors
Jung, Kyung-ChaeChang, Seung-Hwan
Issue Date
Dec-2016
Publisher
ELSEVIER SCI LTD
Keywords
Cure monitoring; Polymer concrete; Property change; Shrinkage; Finite element analysis
Citation
COMPOSITE STRUCTURES, v.158, pp 217 - 226
Pages
10
Journal Title
COMPOSITE STRUCTURES
Volume
158
Start Page
217
End Page
226
URI
https://scholarworks.bwise.kr/cau/handle/2019.sw.cau/6331
DOI
10.1016/j.compstruct.2016.09.038
ISSN
0263-8223
1879-1085
Abstract
The aim of this study is to investigate shrinkage-induced stresses in a part of a runway pavement repaired using compliant polymer concrete. For this purpose, material properties of partially cured polymer concrete at different degrees of cure during the cure process were estimated and used in the stress analysis. To measure the degree of cure and shrinkage strain in the repaired part, a monitoring system comprising dielectrometry and fiber Bragg grating (FBG) optic sensors was installed in an airport (Gimpo airport, Korea). The shrinkage strain values measured at the various degrees of cure of the polymer concrete were used in finite element analysis to estimate shrinkage-induced stresses. To improve accuracy of stress analysis, property change of the polymer concrete during the curing process were also considered. It was concluded that property variations during the curing process should be considered for estimating material failure because the cure shrinkage of the repair material induces tensile stress following the critical loading pattern of concretes. (C) 2016 Elsevier Ltd. All rights reserved.
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Chang, Seung-Hwan
공과대학 (기계공학부)
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