Access the full text.
Sign up today, get DeepDyve free for 14 days.
X. Zhao, G. Hancock (1995)
Butt Welds and Transverse Fillet Welds in Thin Cold-Formed RHS MembersJournal of Structural Engineering-asce, 121
G. Vegte, J. Wardenier, X. Zhao, J. Packer (2008)
Evaluation of new CHS strength formulae to design strengths
L. Pham, I. Bennetts (1983)
RELIABILITY OF FILLET WELD DESIGN
(1984)
Steel structures consisting of hollow sections predominantly statically loaded
(2009)
ISO 14346 (draft) /IIW doc. XV-1329-09
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
(2009)
Static design procedure for welded hollow section joints -Recommendations (IIW doc
(2008)
Welding consumables
(2010)
processes. Nomenclature of processes and reference numbers
(2001)
Static behaviour of joints made of thin-walled hollow sections – Pilot tests
(2006)
Cold-formed welded structural hollow sections of non-alloy and fine-grain steels -Part 1: Technical delivery conditions; -Part 2: Tolerances, dimensions and sectional properties
(2004)
AWS D1.1/D1.1M
(2008)
Thin-walled limits tures, Shanghai
(1989)
Design recommendations for hollow section joints – Pre-dominantly statically loaded. 2nd ed., IIW doc. XV-701-89
Several national design standards allow the use of hollow sections with minimum nominal wall thicknesses down to 1.5 mm. However, the international standards that will be used in the future, based on the work of the International Institute of Welding (IIW‐XV‐E), still prescribe a minimum thickness of 2.5 mm. This paper presents the background to the IIW‐XV‐E higher thickness limit and presents strong arguments for extending the scope of these international standards to include structural hollow sections with wall thicknesses down to 1.5 mm.
Steel Construction: Design and Research – Wiley
Published: Feb 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.