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

  • 제28권9호
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  • Pages.57-65
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  • 2012
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  • 1226-9107(pISSN)
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  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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건축 지붕골조용 파형강판웨브 철골보의 실험적 전단 성능 평가

Shear Capacity of Corrugated Web Beam for Roof Frame of Industrial Buildings

  • 김영숙 (고려대학교 건축사회환경공학과) ;
  • 노승희 (고려대학교 건축사회환경공학과) ;
  • 박만우 (동부제철(주) 건재사업부) ;
  • 도병호 (동부제철(주) 건재사업부) ;
  • 주영규 (고려대학교 건축사회환경공학과) ;
  • 김상대 (고려대학교 건축사회환경공학과)
  • 투고 : 2012.05.30
  • 발행 : 2012.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Corrugated web beams for buildings can be used without stiffeners and have higher shear strength than flat webs because of the inclined folds. So far, corrugated web beams are usually combined with PC bridges. Due to thin webs, shear failure of most of the corrugated web beams occurs by shear buckling. Failure modes of the corrugated web beams are complicated; yielding, shear buckling, interaction between the yielding and buckling. Previous researches have been investigating the failure mode of the corrugated web, but it has not been clearly explained and there is not enough research about corrugated web beams with thin web for building structures. Also there is not enough full-scale experimental research on corrugated web beams for buildings. In this paper, full-scale specimens for the elastic and inelastic behavior of corrugated web beam subjected to shear force were experimentally explored. With the results of the experiments, shear strength and failure mode were investigated. The shear strength of the corrugated web beam was compared with the Japanese recommendation, Eurocode 3 and the other previous researches. As a result, a modified equation for the shear strength is proposed and verified.

키워드

참고문헌

  1. 도병호, PEB(Pre-Engineered Metal Building) SYSTEM 설계 검토, 건축구조기술사회지, 14권, 1호, p.p.39, 2007
  2. Samanta, A., Mukhopadhyay, M., Finite element static and dynamic analyses of folded plates, Engineering Structures, Vol.21, No.3, p.p.282, 1999
  3. Lindner, J., Aschinger, R., Grenzschubtragfahigkeit von I-Tragern mit trapezformig profilierten Stegen, Stahlbau, Vol.57, No12, p.p 377-380, 1988
  4. Leiva-Aravena, L., Buckling and Strength of Corrugated Steel Panels, Thesis for The Degree of Licentiate of Engineering, Division of Steel and Timber Structures, Chalmers University of Technology, Goteborg, Sweden, 1987
  5. Elgaaly, M., Hamilton, R., Seshadri, A., Shear Strength of Beams with Corrugated Webs, Journal of Structural Engineering, Vol.122, No.4, p.p.390-398, 1996 https://doi.org/10.1061/(ASCE)0733-9445(1996)122:4(390)
  6. Peil, U., Statische versuche an trapezstegtragern untersuchung der querkraftbeanspruchbarkeit, Institut fur Stahlbau, Braunschweig (Germany): Technischen Universitat Braunschweig, 1998
  7. 山崎正直, 波形鋼板ウェブの座屈耐荷力, 構造工學論文集, Vol.47A, p.p.19-26, 2001.3
  8. 문지호, 이승록, 길흥배, 이학은, 제형 파형 강판 복부판의 전단 거동에 관한 실험 연구, 대한토목학회논문집, 24권, 2A호, p.p.412, 2004
  9. Driver, R., Abbas, H., Sause, R., Shear Behavior of Corrugated Web Bridge Girders, Journal of Structural Engineering, Vol.132, No.2, p.p.195-203, 2006 https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(195)
  10. 문지호, 이종원, 최병호, 이학은, 제형 파형강판 복부판의 전단 설계, 대한토목학회논문집, 28권, 4A호, p.p.497-505, 2008
  11. Cafolla, J., Corrugated Webs and Lateral Restraints in Plate Girders for Bridges, A thesis or the degree of Doctor of Philosophy, Department of Engineering University of Warwick, 1995
  12. Timoshenko, S. P., Theory of Elastic Stability, 2nd ed, McGraw-Hill, Kogakusha, 1961
  13. Easley, J., Buckling Formulas for Corrugated Metal Shear Diaphragms, JOURNAL OF THE STRUCTURAL DIVISION, Vol.101, No.7, p.p.1403-1417, 1975
  14. El-Metwally, A. S., Prestressed Composite Girders with Corrugated Steel Webs, Department of Civil Engineering, The University of Calgary, Calgary, Alberta, 1998
  15. Sayed-Ahmed E.Y., Behaviour of steel and (or) composite girders with corrugated steel webs, Can. J. Civ., Vol.28, 2001
  16. Bergfelt, A., Leiva-Aravena, L., Shear buckling of trapezoidal corrugated girder webs, Division of steel and Timber Structures, Chalmers University of Technology, Gothenburg, Publication S84:2, Sweden, 1984
  17. 波形鋼板ウェブ合成構造研究會, 波形鋼板ウェブPC橋計画マ ニュアル(案)を発刊, 1998
  18. Eurocode 3 1995-1-5, Design of steel structures Part 1-5: Plated structural elements, p.p.51-52, 2003
  19. Sause, R., Braxtan, T. N., Shear strength of trapezoidal corrugated steel webs, Journal of Constructional Steel Research, Vol.67, No.2, p.p.223-236, 2011 https://doi.org/10.1016/j.jcsr.2010.08.004
  20. Abbas, H., Sause, R., Driver, R., Shear strength and stability of high performance steel corrugated web girders, Proc., Structural Stability Research Council Annual Technical Session, Seattle, p.p.361-387, 2002
  21. 白谷宏司池田博之今井義明, 加納宏一, 波形鋼板ウェブ 複合橋中間支点部の曲げ.せん断挙動特性に対する基礎研究, 土木學會論文集, No.724, p.p49-67, 2003
  22. Lindner, J., Huang, B., Beulwerte fur trapezformig profilierte bleche unter schubbeanspruchung, Stahlbau, Vol.64, No.2, p.p.370-374, 1995
  23. Heywood, P., Corrugated box-girder web lowers bridge weight and cost, Engineering News Record, p. 32, 1987
  24. 대한건축학회, 건축구조기준 및 해설, 2009