Vierendeel Bending Study of Perforated Steel Beams with Various Novel Web Opening Shapes through Nonlinear Finite-Element Analyses-Reference-Cited by-同舟云学术

Vierendeel Bending Study of Perforated Steel Beams with Various Novel Web Opening Shapes through Nonlinear Finite-Element Analyses

Published:2012-10 Issue:10 Volume:138 Page:1214-1230
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tsavdaridis Konstantinos Daniel¹,D’Mello Cedric²

Affiliation:

1. Academic Fellow, School of Engineering and Mathematical Sciences, City Univ. London, London EC1V 0HB, U.K. (corresponding author).

2. Associate Dean, School of Engineering and Mathematical Sciences, City Univ. London, London EC1V 0HB, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000562

Reference17 articles.

1. Altifillisch M. D. Cooke B. R. and Toprac A. A. (1957). “An investigation of open web expanded beams.” Welding Res. Counc. Bull. 47 307–320.

2. Bower J. E. (1968). “Design of beams with web openings.” J. Struct. Div. 94(3) 783–807.

3. British Standards Institute (BSI). (1998). “EC3: Design of steel structures: Part 1.1. General rules and rules for buildings 1992 and Amendment A2 of Eurocode 3: Annex N openings in webs.” ENV 1993-1-3 London.

4. British Standards Institute (BSI). (2000). “Structural use of steelworks in building. Code of practice for design rolled and welded sections.” BS5950 London.

5. Investigation on Vierendeel mechanism in steel beams with circular web openings

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