Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load
This paper presents an experimental study of the behavior of a steel-composite hollow reinforced concrete (RC) column under concentric loading. The effects of important variables, such as concrete strength, inner tube thickness, hollow ratio, column diameter, and transverse reinforcement space, are...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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MDPI AG
2019-01-01
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| Series: | Applied Sciences |
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| Online Access: | https://www.mdpi.com/2076-3417/9/3/373 |
| _version_ | 1811336801137197056 |
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| author | Deokhee Won Seungjun Kim Jihye Seo and Young-Jong Kang |
| author_facet | Deokhee Won Seungjun Kim Jihye Seo and Young-Jong Kang |
| author_sort | Deokhee Won |
| collection | DOAJ |
| description | This paper presents an experimental study of the behavior of a steel-composite hollow reinforced concrete (RC) column under concentric loading. The effects of important variables, such as concrete strength, inner tube thickness, hollow ratio, column diameter, and transverse reinforcement space, are presented in this study. The failure of composite hollow RC columns is characterized by the formation of an inclined shear sliding plane. When the column had a highly confined effect, the inclination of the shear sliding plane was 45°. This study shows that the required performance is achieved when the splice providing transverse reinforcement is fully bonded. Furthermore, the inner tube experiences buckling failure after reaching its maximum strength. The steel-composite hollow RC column with high-strength concrete (HSC) has lower ductility and toughness compared to a column with normal-strength concrete (NSC). |
| first_indexed | 2024-04-13T17:44:52Z |
| format | Article |
| id | doaj.art-234126dfde074aefa8c19645592ebfa0 |
| institution | Directory Open Access Journal |
| issn | 2076-3417 |
| language | English |
| last_indexed | 2024-04-13T17:44:52Z |
| publishDate | 2019-01-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Applied Sciences |
| spelling | doaj.art-234126dfde074aefa8c19645592ebfa02022-12-22T02:37:00ZengMDPI AGApplied Sciences2076-34172019-01-019337310.3390/app9030373app9030373Experimental Study of Composite Hollow RC Column under Uniaxial Compressive LoadDeokhee Won0Seungjun Kim1Jihye Seo2and Young-Jong Kang3Coastal and Ocean Engineering Division, Korea Institute of Ocean Science and Technology, Busan 49111, KoreaDepartment of Construction Safety and Disaster Prevention Engineering, Daejeon University, Daejeon 34520, KoreaCoastal and Ocean Engineering Division, Korea Institute of Ocean Science and Technology, Busan 49111, KoreaDepartment of Architectural, Civil and Environmental Engineering, Korea University, Seoul 02841, KoreaThis paper presents an experimental study of the behavior of a steel-composite hollow reinforced concrete (RC) column under concentric loading. The effects of important variables, such as concrete strength, inner tube thickness, hollow ratio, column diameter, and transverse reinforcement space, are presented in this study. The failure of composite hollow RC columns is characterized by the formation of an inclined shear sliding plane. When the column had a highly confined effect, the inclination of the shear sliding plane was 45°. This study shows that the required performance is achieved when the splice providing transverse reinforcement is fully bonded. Furthermore, the inner tube experiences buckling failure after reaching its maximum strength. The steel-composite hollow RC column with high-strength concrete (HSC) has lower ductility and toughness compared to a column with normal-strength concrete (NSC).https://www.mdpi.com/2076-3417/9/3/373columncompositehigh-strength concretereinforcementinner tube |
| spellingShingle | Deokhee Won Seungjun Kim Jihye Seo and Young-Jong Kang Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load Applied Sciences column composite high-strength concrete reinforcement inner tube |
| title | Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load |
| title_full | Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load |
| title_fullStr | Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load |
| title_full_unstemmed | Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load |
| title_short | Experimental Study of Composite Hollow RC Column under Uniaxial Compressive Load |
| title_sort | experimental study of composite hollow rc column under uniaxial compressive load |
| topic | column composite high-strength concrete reinforcement inner tube |
| url | https://www.mdpi.com/2076-3417/9/3/373 |
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