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Shear retrofitting effect of RC beams damaged by corrosion of stirrup strengthened with CFS

Authors
Tae, SunghoLee, HanseungKim, Taesoo
Issue Date
Sep-2007
Publisher
Trans Tech Publications Ltd.
Keywords
carbon fiber sheet (CFS); shear strength; RC Beams; chloride attack; reinforcement; corrosion
Citation
Key Engineering Materials, v.348, no.1, pp 441 - 444
Pages
4
Indexed
SCIE
SCOPUS
Journal Title
Key Engineering Materials
Volume
348
Number
1
Start Page
441
End Page
444
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/44323
DOI
10.4028/www.scientific.net/KEM.348-349.441
ISSN
1013-9826
1662-9795
Abstract
In this study, an Ohno's anti-symmetric shear loading test was conducted after strengthening reinforced concrete (RC) beams damaged by corrosion of stirrup, with carbon fiber sheets (CFS) with a view to reviewing the effect of CFS on shear strengthening. As a result, it was found that CFS like stirrups could take shear stress, and that shear strength could be increased by using more CFS for reinforcement. It was also revealed that shear strength could be calculated by an existing evaluation equation by properly evaluating the effect of CFS on shear strengthening, based on the quantity of reinforcing CFS, ways of fixing the sheets and anchorage length as the effect on shear strengthening varied depending on the fixing method while sheet anchorage increased deformability.
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COLLEGE OF ENGINEERING SCIENCES > MAJOR IN ARCHITECTURAL ENGINEERING > 1. Journal Articles

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ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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