대한건축학회논문집:구조계 (Journal of the Architectural Institute of Korea Structure & Construction)

  • 제29권1호
  • /
  • Pages.31-39
  • /
  • 2013
  • /
  • 1226-9107(pISSN)
  • /
  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
권호 표지
DOI QR코드

DOI QR Code

불연속웨브가 도입된 프리스트레스트 강-콘크리트 합성보의 휨성능 평가

Flexural Capacity Evaluation of Prestressed Steel-Concrete Composite Beams with Discontinuous Webse

  • 오재열 (서울시립대학교 건축공학과) ;
  • 이득행 (서울시립대학교 건축공학과) ;
  • 김강수 (서울시립대학교 건축공학과) ;
  • 강현 (서울시립대학교 도시과학연구원) ;
  • 김흥열 (한국건설기술연구원 화재안전연구센터) ;
  • 김형준 (한국건설기술연구원 화재안전연구센터)
  • 발행 : 2013.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

A corrugated steel plate has very little axial stiffness in longitudinal direction due to the accordion effect resulted from its geometric characteristics. Based on this phenomenon, the corrugated webbed steel beams can be utilized for prestressed members to get greater prestressing efficiency on the top and bottom flanges of steel beams that are the main resistant elements against the bending moment. Also, the resistance to any unbalanced construction loading can be improved and the composite action between concrete and steel web can be significantly enhanced by the corrugated web. Due to this reason, researches on the corrugated webbed steel beams have been continued so far. Manufacturing the corrugated webs, however, may have considerable disadvantageous in workability and economical point of view. In this study, therefore, the prestressed composite beam with discontinuous webs has been developed to improve such shortcomings of the corrugated webbed steel beam system. In order to verify the structural performance of the developed prestressed steel-concrete composite beam, its prestressing efficiency has been compared to the steel beams with corrugated webs by finite element analysis, and two full-scaled specimens were also fabricated and tested to evaluate their structural behavior.

키워드

참고문헌

  1. Huang, L., Hikosaka, H., and Komine, K., "Simulation of Accordion Effect in Corrugated Steel Web with Concrete Flanges," Computer and Structures, Vol. 82, 2004, pp. 2061-2069. https://doi.org/10.1016/j.compstruc.2003.07.010
  2. Elgaaly, M., Seshadri, A., and Hamilton, R. W., "Bending Strength of Steel Beams with Corrugated Webs," ASCE, Journal of Structural Engineering, Vol. 123, No. 6, 1997, pp. 772-782.
  3. Metwally, A. E., and Loov, R. E., "Corrugated steel webs for prestressed concrete girders," RILEM, Materials and Structures, Vol. 36, No. 3, 2003, pp 127-134. https://doi.org/10.1007/BF02479526
  4. Khalid, Y. A., Chan, C. L., Sahari, B. B., and Hamouda, A. M. S., "Bending Behavior of Corrugated Web Beam," Journal of Material Processing Technology, Vol. 150, No. 3, 2004, pp. 242-254. https://doi.org/10.1016/j.jmatprotec.2004.02.042
  5. 염현동, 김병철, 구강현, 임성순, "지중아치형 파형강판의 시공단계별 거동분석," 한국구조물진단유지관리학회, Vol. 13, No. 2, 2009, pp. 235-238.
  6. 마호성, 조광일, 유성흠, "구조물 경계조건에 따른 파형강판터널라이닝의 풍하중에 대한 동적 거동분석," 한국강구조학회논문집, Vol. 24, No. 1, 2012, pp. 47-58.
  7. Oh, J. Y., Lee, D. K. and Kim, K. S., "Accordion effect of prestressed steel beams with corrugated webs ," Thin-Walled Structures, Vol.57, No.1, 2012, pp.49-61.
  8. Kim, K. S., Lee, D. H., Choi, S. M., Choi, Y. H. and Jung, S. H., "Flexural Behavior of Prestressed Composite Beams with Corrugated Web: Part I. Development and Analysis," Composites Part B: Engineering, Vol. 42, No. 6, 2011, pp. 1603-1616 https://doi.org/10.1016/j.compositesb.2011.04.020
  9. Kim, K. S., and Lee, D. H., "Flexural Behavior of Prestressed Composite Beams with Corrugated Web: Part II. Experiments and Verification," Composites Part B: Engineering, Vol. 42, No. 6, 2011, pp. 1617-1629. https://doi.org/10.1016/j.compositesb.2011.04.019
  10. Kim, K. S., Lee, D. H., Bang, Y. S., Kal, K. W., Hwang, J. H., Ju, H., "An Experimental Study on Prestressed Composite Beams with Corrugated Web," the 3th International fib Congress and Exhibition & PCI Convention and Bridge Conference, 29 May-2 June, 2010, Washington, D.C., USA, Paper No. 389, 12 pp. (Corresponding author)
  11. Salmon, C. G., and Johnson, J. E., "Steel Structures Design and Behavior," 4th ed., Harper Collins, 1996, 1024 pp.
  12. Mullett, D. L., "Composite floor system", Blackwell science Ltd, 1998, 311 pp.
  13. 허병욱, 곽명근, 배규웅, 정상민, "강판성형 합성보의 휨성능평가," 한국강구조학회 논문집, 제 19권, 3호, 2007년 6월, pp.247-258.
  14. 이득행, 김강수, 오재열, 임주혁, 최성모, 김진호, "파형웨브가 적용된 프리스트레스트 합성거더에 대한 실험적 연구," 대한건축학회논문집 구조계, 제26권 11호, 2010년 11월, pp.57-65.
  15. ABAQUS, Inc. ABAQUS Analysis User's Manual-Version 6.10
  16. S. Mori, T. Miyoshi, H. Katoh, "A study on local stresses of corrugated steel webs in pc bridges under prestressing," Tech Memorandum Public Works Res Inst, 4009 (2006), pp. 449-458
  17. British Standards Institution(1990). structural use of steel work in building. part3 : Design in composite construction. BS 5950. BSI