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http://dx.doi.org/10.7781/kjoss.2016.28.3.151

Bending Performance Evaluation of Hybrid Composite Beam with Low Depth and New Shape  

Kim, Sung Bae (The Naeun Structural Engineering)
Cho, Seong Hyun (Department of Architectural Engineering, KOREATECH)
Oh, Kwang Soo (The Naeun Structural Engineering)
Jeon, Yong Han (Department of Architectural Engineering, KOREATECH)
Choi, Young Han (Department of Architectural Engineering, KOREATECH)
Kim, Sang Seup (School of Design & Architectural Engineering, KOREATECH)
Publication Information
Journal of Korean Society of Steel Construction / v.28, no.3, 2016 , pp. 151-162 More about this Journal
Abstract
This study developed the shape of low depth new shape high performance hybrid composite beam which is taken strengths and compensated the defect of composite beam and hybrid beam. Also, this study performed the monotonic test to evaluate the bending performance of Low depth shape by creating 12 bending specimens. Bending performance test result showed that capacity of the beam was increased stably. Also, it is possible to apply the existing evaluation equation(KBC 2009) of composite beam. Mechanical properties and structural performance of materials are considered when high-strength steel ($F_y=650MPa$) is applied to the bottom plate.
Keywords
Composite Beam; Hybrid Beam; New Shape and Low Depth; Bending Performance Test; Flexural Strength;
Citations & Related Records
Times Cited By KSCI : 7  (Citation Analysis)
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1 윤명호, 이윤희, 이예슬(2013) 부분매입형 신형상 합성보의 단면성능에 관한 연구, 한국복합신소재구조학회논문집, 한국복합신소재구조학회, 제 4권, 3호, pp.7-12. Yoon, M.H., Lee, Y.H., and Lee, Y.S. (2013) A Study on Section Properties of Partially Concrete-Filled New Type Composite Beam, Journal of Korean Society for Advanced Composite Structures, KOSACS, Vol. 4, No. 3, pp.7-12 (in Korean).
2 김영주, 배재훈, 안태상, 최종권(2015) 앵글을 전단연결재로 사용하는 합성보의 휨성능, 한국강구조학회논문집, 한국강구조학회, 제 27권, 제1호, pp.63-75. Kim, Y.J., Bae, J.H., Ahn, T.S., and Choi, J.G. (2015) Flexural Capacity of the Composite Beam using Angle as a Shear Connector, Journal of Korean Society of Steel Construction, KSSC, Vol.27, No.1, pp.63-75 (in Korean).
3 허병욱, 곽명근, 배규웅, 정상민(2007) 강판성형 합성보의 휨성능 평가 -춤이 깊은 합성데크-, 한국강구조학회논문집, 한국강구조학회, 제 19권, 제3호, pp.247-258. Heo, B.W., Kwak, M.K., Bae, K.W., and Jeong, S.M. (2007) Flexural Capacity of the Profiled Steel Composite Beams-Deep Deck Plate, Journal of Korean Society of Steel Construction, KSSC, Vol.19, No.3, pp.247-258 (in Korean).
4 양원직, 이원호, 박진영, 곽한식, 윤현종, 이학수(2012) H형강의 웨브에 콘크리트를 충전한 합성보의 휨 성능 평가, 대한건축학회논문집, 대한건축학회, 제28권, 제6호, pp.35-42. Yang, W.J., Yi, W.H., Park, J.Y., Kwank, H.S., Yoon, H.J., and Lee, H.S. (2012) Flexural Performance Evaluation of Composite Beam Concrete Encased on Web of H-Beam, Journal of Architectural Institute of Korea, AIK, Vol.28, No.6, pp.35-42 (in Korean).   DOI
5 류수현, 안형준(2005) 장방형 SC보의 휨 내력에 관한 실험적 연구, 대한건축학회논문집, 대한건축학회, 제21권, 제9호, pp.55-61. Ryu, S.H. and Ahn, H.J. (2005) An Experimental Study on the Flexural Strength of SC-Beam with Rectangular Shape, Journal of Architectural Institute of Korea, AIK, Vol.21, No.9, pp.55-61 (in Korean).
6 신현섭(2005) 합성보 전단연결부의 구조거동에 대한 비교 분석, 한국강구조학회논문집, 한국강구조학회, 제17권, 제6호, pp.737-474. Shin, H.S. (2005) Analysis of a Load Carrying Behavior of Shear Connection at the Interface of the Steel-Concrete Composite Beam, Journal of Korean Society of Steel Construction, KSSC, Vol.17, No.6, pp.737-474 (in Korean).
7 김성배, 김상섭, 이원록, 김정연, 이승배, 유덕수, 김대회 (2012) 신형상 U형 하이브리드 합성보의 휨성능에 대한 연구, 한국강구조학회논문집, 한국강구조학회, 제24권, 제5호, pp.521-534. Kim, S.B., Kim, S.S., Lee, W.R., Kim, J.Y., Lee, S.B., Ryu, D.S., and Kim, D.H. (2012) Study on the Flexible Strength of U-shape Hybrid Composite Beam, Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.5, pp.521-534 (in Korean).
8 AISC (2011) Steel Construction Manual, Fourteenth edition, American Institute of Steel Construction (in English).
9 대한건축학회(2009) 국토해양부고시 건축구조기준 및 해설, 기문당. AIK (2009) Standard of Architectural Structure and Commentary, Kimundang, Korea (in Korean).
10 김영주, 배재훈, 안태상, 장동운(2014) 합성보에 적용된 앵글 전단연결재의 Push-out 실험, 한국강구조학회논문집, 한국강구조학회, 제26권, 제3호, pp.155-167. Kim, Y.J., Bae, J.H., Ahn, T.S., and Jang, D.W. (2014) Push-out Test on Welded Angle Shear Connectors used in Composite Beams, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.3, pp.155-167 (in Korean).
11 建設省建築硏究所(1996), (社)鋼材俱樂部, "鋼構造物の耐震保有性能評價のための標準試驗方法と評價基準の提案". JISF (1996) A Valuation Basis Proposal of Standard Test Method for a Seismic Capacity Evaluation Performance of Steel Structure, Japan (in Japanese).
12 Salmon, C.G., Johnson, J.E., and Malhas, F.A. (2008) Steel Structures-Design and Behavior, Fifth Edition, Prentice Hall, USA.
13 Viest, I.M., Colaco, J.P., Furlong, R.W., Griffis, L.G., Leon, R.T., and Wyllie, L.A. (1996) Composite Construction Design for Buildings, McGraw-Hill, USA.