Experimental and numerical assessment of RHS T-joints subjected to brace and chord axial forces

Author:

Nizer Adriano1,de Lima Luciano R. O.2,da S. Vellasco Pedro C. G.2,de Andrade Sebastião A. L.2,da S. Goulart Evandro2,da Silva André T.2,da C. Neves Luis F.3

Affiliation:

1. PGECIV, Civil Engineering Postgraduate Programme; UERJ, State University of Rio de Janeiro, Brazil; Rua Clovis Bevilaqua, 59, apto. 204 CEP 20520-160 Tijuca - Rio de Janeiro - RJ Brazil

2. Structural Engineering Department; UERJ, State University of Rio de Janeiro, Brazil; Rua Clovis Bevilaqua, 59, apto. 204 CEP 20520-160 Tijuca - Rio de Janeiro - RJ Brazil

3. INESCC, Civil Engineering Department; University of Coimbra, Portugal; Pólo II, R. Silvio Lima 3030-290 Coimbra Portugal

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Nizer , A. de Lima , L. R. O. Vellasco , P. C. G. da S. de Andrade , S. A. L. Goulart , E. da S. da Silva , A. T. Neves , L. F. da . C. Structural behaviour of T RHS joints subjected to chord axial force CRC Press Taylor & Francis Group London 2015 371 378

2. Wardenier , J. Packer , J. A. Zhao , X.-L. van der Vegte , G. J. Hollow sections in Structural Applications CIDECT 2010

3. Wardenier , J. Hollow sections in Structural Applications CIDECT 2000

4. EN 1993-1-8, Eurocode 3: Design of steel structures - Structures - Part 1-8: Design of joints. CEN, ECCS Brussels 2010

5. IIW: Design recommendation for hollow section joints - Predominantly statically loaded 2 International Institute of Welding, Doc.XV-701-89 Cambridge, UK 1989

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