Access the full text.
Sign up today, get DeepDyve free for 14 days.
J. Moon, Nam-Hyoung Lim, H. Lee (2013)
Moment gradient correction factor and inelastic flexural–torsional buckling of I-girder with corrugated steel websThin-walled Structures, 62
R. Pedreschi (2009)
The Testing of Connections with Mechanical Fasteners in Steel Sheeting and Sections
Lodovic Fulop, D. Dubina (2006)
Design Criteria for Seam and Sheeting-to-Framing Connections of Cold-Formed Steel Shear PanelsJournal of Structural Engineering-asce, 132
R. Landolfo, O. Mammana, F. Portioli, G. Lorenzo, M. Guerrieri (2008)
Laser welded built-up cold-formed steel beams : Experimental investigationsThin-walled Structures, 46
M. Elgaaly, H. Dagher (1990)
BEAMS AND GIRDERS WITH CORRUGATED WEBS. IN: STRUCTURAL STABILITY RESEARCH COUNCIL. 1990 ANNUAL TECHNICAL SESSION, STABILITY OF BRIDGES, ST. LOUIS, MISSOURI, APRIL 10-11, 1990
M. Elgaaly, A. Seshadri (1997)
GIRDERS WITH CORRUGATED WEBS UNDER PARTIAL COMPRESSIVE EDGE LOADINGJournal of Structural Engineering-asce, 123
B. Kövesdi, B. Jáger, L. Dunai (2012)
Stress distribution in the flanges of girders with corrugated websJournal of Constructional Steel Research, 79
Ngoc-Duong Nguyen, Seung-Kyu Han, J. Kim, Sung Kim, Young-Joung Kang (2012)
Moment modification factors of I-girder with trapezoidal web corrugations under moment gradientThin-walled Structures, 57
D. Dubina, V. Gîlia (2013)
Cold-formed steel beams of corrugated web
R. Johnson, J. Cafolla (1997)
LOCAL FLANGE BUCKLING IN PLATE GIRDERS WITH CORRUGATED WEBS, 122
M. Elgaaly, R. Hamilton, A. Seshadri (1996)
SHEAR STRENGTH OF BEAMS WITH CORRUGATED WEBSJournal of Structural Engineering-asce, 122
C. Chan, Y. Khalid, B. Sahari, A. Hamouda (2002)
Finite element analysis of corrugated web beams under bendingJournal of Constructional Steel Research, 58
J. Moon, J. Yi, Byung Choi, H. Lee (2009)
Lateral–torsional buckling of I-girder with corrugated webs under uniform bendingThin-walled Structures, 47
L. Gardner, D. Nethercot (2005)
Designer's guide to EN 1993-1-1 : Eurocode 3: Design of Steel Structures : General Rules and Rules for Buildings /L. Gardner and D. A. Nethercot
M. Elgaaly, A. Seshadri, R. Hamilton (1997)
BENDING STRENGTH OF STEEL BEAMS WITH CORRUGATED WEBSJournal of Structural Engineering-asce, 123
R. Luo, B. Edlund (1996)
Shear capacity of plate girders with trapezoidally corrugated websThin-walled Structures, 26
K. Poologanathan, M. Mahendran (2013)
Shear design of cold-formed steel beams using direct strength methodScience & Engineering Faculty
W. Zhao (2006)
Behaviour and design of cold-formed steel hollow flange sections under axial compression
M. Al‐Emrani, B. Edlund, Nikolaus Ljungström, O. Karlberg (1996)
Girders with Trapezoidally Corrugated Webs -- Under Patch Loading, 2
Steel beams with corrugated webs represent a relatively new structural system that has emerged in the past two decades. The thin corrugated web results in a significant weight reduction in these beams compared with hot‐rolled or welded ones. In the initial solutions the flanges were made of flat plates welded to the sinusoidal web sheet, which required a specific welding technology. A new solution is proposed in this paper in which the beam is composed of a web of trapezoidal cold‐formed steel sheet and flanges of built‐up cold‐formed steel members (e.g. back‐to‐back lipped channels or angles or hat omega). Self‐drilling screws or spot welding are used for the connections between flanges and web. This paper summarizes the experimental and numerical investigations carried out at the CEMSIG Research Centre (http://cemsig.ct.upt.ro), “Politehnica” University of Timisoara, in order to evaluate and validate a new technological solution.
Steel Construction: Design and Research – Wiley
Published: May 1, 2013
Keywords: ; ; ; ;
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.