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(2014)
Analysis of the influence of chord normal stresses on the behavior of hollow sections connections
(2013)
ABNT NBR 16239: Design of steel and composite structures for buildings using hollow sections, Associação Brasileira de Normas Técnicas
X. Zhao, G. Hancock (1993)
Plastic mechanism analysis of T-joints in RHS subject to combined bending and concentrated force
J. Packer (1993)
Moment connections between rectangular hollow sectionsJournal of Constructional Steel Research, 25
J. Packer (1992)
Design guide for rectangular hollow section (RHS) joints under predominantly static loading
A. Nizer, L. Lima, S. Andrade, A. Silva (2015)
Structural behaviour of T RHS joints subjected to chord axial force
A. Lipp, T. Ummenhofer (2014)
Influence of tensile chord stresses on the strength of circular hollow section jointsSteel Construction, 7
(2010)
Ansys 12.0: Theory Reference
Lin-Hai Han, Y. Yang, Lei Xu (2003)
An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columnsJournal of Constructional Steel Research, 59
J. Cao, J. Packer, G. Yang (1998)
Yield line analysis of RHS connections with axial loadsJournal of Constructional Steel Research, 48
(2000)
Hollow Sections in Structural Applications, CIDECT
M. Lee, S. Wilmshurst (1997)
Strength of Multiplanar Tubular KK-Joints under Antisymmetrical Axial LoadingJournal of Structural Engineering-asce, 123
N. Kosteski, J. Packer, R. Puthli (2003)
A finite element method based yield load determination procedure for hollow structural section connectionsJournal of Constructional Steel Research, 59
X. Zhao (2000)
Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sectionsJournal of Constructional Steel Research, 53
(1993)
Design of steel structures -Structures -Part 1-8: Design of joints
X. Zhao, J. Wardenier, J. Packer, G. Vegte (2010)
Current static design guidance for hollow-section joints, 163
Keywords: steel structures; tubular joints; experimental analysis
(2013)
ISO 14346: Static design procedure for welded hollow-section joints -Recommendations. International Organization for Standardization
(1989)
IIW: Design recommendation for hollow section joints -Predominantly statically loaded
(2009)
IIW: Static design procedure for welded hollow section joints -Recommendations
J. Wardenier, G. Vegte, J. Packer, X. Zhao (2010)
Background of the new RHS joint strength equations in the IIW (2009) recommendations
The demand for the use of hollow section structures in construction has experienced great progress in Brazil, despite being widely used for a long time in Europe and developed countries. The release of a Brazilian Technical Standard specifically for the design of hollow sections confirms this trend, together with the need for increased dissemination and implementation of studies and research to enable a better understanding and development of this technology. This paper presents experimental and numerical evaluations of the influence of chord normal stresses on the behaviour of tubular T‐joints. The experimental programme consisted of six tests applying compressive loads to the brace. These results were compared with the numerical results obtained from a finite element model simulation performed in ANSYS to extend the results to cases with tension forces on the brace. The results were compared with the design provisions in Eurocode 3, Brazilian standard NBR 16239:2013 and ISO 14346. A new equation for the case where compression loads are applied to the chord for n ≤ ‐0.5 is therefore proposed, providing better agreement with the experimental and numerical results.
Steel Construction: Design and Research – Wiley
Published: Nov 1, 2016
Keywords: ; ; ; ; ; ;
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