An experimental and parametric study on steel beams with web openings

International Journal of Advanced Structural Engineering - Tập 7 Số 3 - Trang 249-260 - 2015
Samadhan G. Morkhade1, Laxmikant M. Gupta1
1Department of Applied Mechanics, Visvesvaraya National Institute of Technology (VNIT), Nagpur, 440 010, India

Tóm tắt

Từ khóa


Tài liệu tham khảo

ANSYS version 12.0, Inc., Canonsburg, 2009

Boissonnade N, Nseir J, Lo M, Somja H (2014) Design of cellular beams against lateral torsional buckling. Proc Inst Civil Eng Struct Build 167:436–444

Bower JE (1968) Design of beam with web openings. J Struct Div 94(3):783–807

BS 5950: Part 1 (2000) Structural use of steelwork in building. British Standards Institution, London: Code of practice for design. Rolled and welded sections

Chan PW, Redwood RG (1974) Stresses in beams with circular eccentric web holes. J Struct Div 100(ST1):231–248

Chung KF, Lawson RM (2001) Simplified design of composite beams with large web openings to Euro code 4. J Constr Steel Res 57:135–163

Chung KF, Liu TCH, Ko ACH (2001) Investigation on Vierendeel mechanism in steel beams with circular web openings. J Constr Steel Res 57:467–490

Chung KF, Liu TCH, Ko ACH (2003) Steel beams with large web openings of various shapes and sizes: an empirical design method using a generalized moment–shear interaction curve. J Constr Steel Res 59:1177–1200

Darwin D (1990) Steel and composite beams with web openings. Steel design guide series no. 2. AISC, Chicago

Design of composite beams with large web openings. SCI P355 (2011)

Erdal F, Saka MP (2013) Ultimate load carrying capacity of optimally designed steel cellular beams. J Constr Steel Res 80:355–368

European committee for standardization. EN 1993-1-3, Euro code 3 (EC3) (1998) Design of steel structures—part 1.1: general rules and rules for buildings; 1992, and amendment A2 of Euro code 3: Annex N ‘Openings in webs’. British Standards Institution

IS 2062 (2006) Specification of steel for general structural purposes

Lawson RM (1987) Design for openings in the webs of composite beams. CIRIA Special Publication and SCI Publication 068. CIRIA/Steel Construction Institute, London

Olander HC (1953) A method of calculating stress in rigid frame corners. J Struct Div Proc. ASCE

Panedpojaman P, Thepchatri T (2013) Finite element investigation on deflection of cellular beams with various configuration. Int J Steel Struct 13:487–494

Redwood RG (1969) The strength of steel beams with unreinforced web holes. Civil Eng Public Works Rev 64(755):559–562

Sahmel P (1969) Konstruktive Ausbildung und Näherungsbenechaung geschewisster Biegeträger und Torsionsst äbe mit grossen stegausnehmungen [The design, construction and approximate analysis of weld beams and torsion members having large web openings]. Schweissen und Schneiden 21(3):116–122

Sweedan AMI (2011) Elastic lateral stability of I-shaped cellular steel beams. J Constr Steel Res 67:151–163

Thevendran V, Shanmugam NE (1991) Lateral buckling of doubly symmetric beams containing openings. J Eng Mech 117(7):1427–1441

Tsavdaridis KD, D’Mello C (2011) Web buckling study of the behaviour and strength of perforated steel beams with different novel web opening shapes. J Constr Steel Res 67:1605–1620

Ward JK (1990) Design of composite and non-composite cellular beams. The Steel Construction Institute