Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/109225
Title: Resistance and elastic stiffness of RHS "T" joints: part I - axial brace loading
Authors: Matos, R. M. M. P. de 
Costa-Neves, L. F. 
Lima, L.R.O. de
Vellasco, P.C.G.S.
Silva, J.G.S. da
Keywords: Finite element method; hollow section joints; deformation limit; plastic analysis; elastic stiffness
Issue Date: 2015
Publisher: Brazilian Association of Computational Mechanics
Project: PEst-OE/ EEI/UI308/2014 
Serial title, monograph or event: Latin American Journal of Solids and Structures
Volume: 12
Issue: 11
Abstract: This paper presents a study on the behaviour of welded “T” joints between RHS sections under brace axial loading. A finite element model was developed to investigate the influence of some geometrical variables on the joint’s response. The brace load (always in tension) was incremented up to joint failure, while the chord was kept unloaded. In the companion paper (part II) a complementary study including chord axial loading is presented. The force-displacement curves corresponding to the different geometries are analyzed and compared, focusing on the failure loads and elastic stiffness. Different failure criteria are discussed and applied to the present curves and a comparison of the numerical results with the Eurocode 3 provisions is presented and discussed.
URI: https://hdl.handle.net/10316/109225
ISSN: 1679-7825
DOI: 10.1590/1679-78251790
Rights: openAccess
Appears in Collections:I&D INESCC - Artigos em Revistas Internacionais
FCTUC Eng.Civil - Artigos em Revistas Internacionais
I&D ISISE - Artigos em Revistas Internacionais

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