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조립형 CFT 기둥의 콘크리트 응력-변형률 특성Properties of Concrete Stress-Strain Curve in Prefabricated CFT Columns

Other Titles
Properties of Concrete Stress-Strain Curve in Prefabricated CFT Columns
Authors
유별이손동희배백일최창식
Issue Date
May-2021
Publisher
한국콘크리트학회
Citation
한국콘크리트학회 2021년도 봄 학술대회 논문집, v.33, no.1, pp.179 - 180
Indexed
OTHER
Journal Title
한국콘크리트학회 2021년도 봄 학술대회 논문집
Volume
33
Number
1
Start Page
179
End Page
180
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/192310
Abstract
The purpose of this study is to facilitate rib welding and assembly of CFT columns. We plan to study and develop prefabricated CFT using integrated plates without welding CFT columns and ribs. CFT is characterized by the restriction of concrete, resulting in delayed buckling and increased stiffness. The restraining stress on the concrete of the CFT column was studied when steel plates that were not assembled and were not integrated. Accordingly, the stress relationship between the steel plate and concrete of the CFT column is to be derived by comparing and analyzing the stress-strain curve of concrete.
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