A review of recent developments on design of perforated beams

• Autorzy: Chung K. F.
• Języki publikacji: EN

Abstrakty

EN

In modern commercial or residential buildings with high specifications in building services, a common method of incorporating services within the floor-ceiling zone of buildings is to create large openings in the webs of beam members. The openings are most likely to be rectangular or circular, and may be in the form of discrete openings, or a series of openings, along the member length of the beam. Over the past few decades, the structural behaviour of beams with web openings was a popular research topic, and numerous research projects were executed and reported including experimental investigations, finite element studies, and also development of design rules. This paper presents a review on recent developments on design of perforated steel beams with web openings of various shapes and sizes.

Słowa kluczowe

EN

perforated beams; design development; tee section approach; perforated section approach; shear-moment interaction curves; web openings of various shapes and sizes

PL

mechanika; belka; projekt

• Wydawca: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
• Czasopismo: International Journal of Applied Mechanics and Engineering
• Rocznik: 2004
• Tom: Vol. 9, no 1
• Strony: 105--129
• Opis fizyczny: Bibliogr. 24 poz., rys., wykr.

Twórcy

autor

Chung K. F.

• Department of Civil and Structural Engineering The Hong Kong Polytechnic University, Hung Hom, HONG KONG

Bibliografia

• [1] Bode H., Stengel J. and Zhou D. (1996): Composite Beam Test for A New High-rise Building in Frankfurt. - AISC Conference on Composite Construction in Steel and Concrete, June 14-19, 1996, Irsee/Germany, pp. 14-19.
• [2] Bower J.E. (1968): Ultimate strength of beams with rectangular holes. - Journal of the Structural Division, Proceedings of the ASCE, vol.94, N0.ST6, pp. 1315-1337.
• [3] ENV 1993-1-1: 1992/A2: (1998): Amendment A2 of Eurocode 3: Annex N - Openings in Webs. - British Standards Institution.
• [4] Clawson W.C. and Darwin D. (1980): Composite Beams with Web Openings. - Structures and Mechanics, Report No.4, University of Kansas Center for Research, Lawrence, Kansas, USA.
• [5] Cho S.H. and Redwood R.G. (1992): Slab behavior in composite beams at openings II: tests and verifications. - Journal of Structural Engineering, ASCE, vol. 118, No.ST9, pp.2304-2322.
• [6] Chung K.F. (1995a): Structural performance of cold formed sections with single and multiple web openings. Part I: experimental investigation. - The Structural Engineer, vol.73, No.9, pp. 141-149.
• [7] Chung K.F. (1995b): Structural performance of cold formed sections with single and multiple web openings. Part II: design rules. - The Structural Engineer, vol.73, No. 14, pp.223-228.
• [8] Chung K.F. and Lawson R.M. (2001): Simplified design of composite beams with large web openings to Eurocode 4. - Journal of Constructional Research, vol.57, No.2, pp. 135-163.
• [9] Chung K.F., Liu T.C.H. and Ko A.C.H. (2001): Investigation on Vierendeel mechanism in steel beams with circular web openings. - Journal of Constructional Steel Research, vol.57, pp.467-490. f
• [10] Chung K.F., Liu T.C.H. and Ko A.C.H. (2003): Steel beams with large web openings of various shapes and sizes: an empirical design method using a generalized moment-shear interaction curve. - Journal of Construction Steel Research, vol.59, pp. 1177-1200.
• [11] Darwin D. (1990): Steel and Composite Beams with Web Openings. - Steel Design Guide Series No.2, American Institute of Steel Construction, Chicago, IL, USA.
• [12] Donahey R.C. and Darwin D. (1986): Performance and Design of Composite Beams with Web Openings. - Structures and Mechanics, Report No. 18, University of Kansas Center for Research, Lawrence, Kansas, USA.
• [13] Lawson R.M. (1987): Design for Openings in the Webs of Composite Beams. - CIRIA Special Publication and SCI Publication No.068, Construction Industry Research and Information Association (CIRIA)/The Steel Construction Institute (SCI), UK.
• [14] Lawson R.M., Chung K.F. and Price A.M. (1992): Tests on composite beams with large web openings to justify existing design methods. - The Structural Engineer, vol.70, No.l, pp. 1-7.
• [15] Liu T.C.H. and Chung K.F. (2003): Steel beams with large web openings of various shapes and sizes: finite element investigation. - Journal of Construction Steel Research, vol.59, pp. 1159-1176.
• [16] Ko C.H. and Chung K.F. (2000): A comparative study on existing design rules of steel beams with circular web openings. - Proceedings of the First International Conference on Structural Stability and Dynamics (Y.B. Yang, L.L. Leu and S.H. Hsieh, Eds.), December 7-9, 2000, Taipei, Taiwan, pp.733-738.
• [17] Oehlers D.J. and Bradford M.A. (1995): Composite Steel and Concrete Structural Members: Fundamental Behaviour. - Oxford, UK: Pergamon.
• [18] Redwood R.G. and McCutcheon J.O. (1968): Beam tests with unreinforced web openings. - Journal of the Structural Division, Proceedings of the ASCE, vol.94, No.STl, pp. 1-17.
• [19] Redwood R.G. (1969): The strength of steel beams with unreinforced web holes. - Civil Engineering and Public Works Review, vol.64, No.755, pp.559-562.
• [20] Redwood R.G., Baranda H. and Daly M.J. (1978): Tests of thin-webbed beams with unreinforced holes. - Journal of the Structural Division, Proceedings of the ASCE, vol. 104, No.ST3, pp.577-595.
• [21] Redwood R.G. and Wong P.K. (1982): Web holes in composite beams with steel deck. - Proceedings of the Eighth Canadian Structural Engineering Conference, February 1982, Canadian Steel Construction Council, Willowdale, Ontario, Canada.
• [22] Redwood R.G. and Poumbouras G. (1983): Tests of composite beams with web openings. - Canadian Journal of Civil Engineering, vol. 10, No.4, pp.713-721.
• [23] Redwood R.G. and Cho S.H. (1993): Design of steel and composite beams with web openings. - Journal of Constructional Steel Research, vol.25, pp.231-248.
• [24] Ward J.K. (1990): Design of Composite and Non-composite Cellular Beams. - SCI Publication No. 100, The Steel Construction Institute, UK.