Please use this identifier to cite or link to this item: http://www.repositorio.ufop.br/handle/123456789/1194
Title: Behavior analysis of bar gaps in welded YT-joints for rolled-steel circular hollow sections.
Authors: Vieira, Rosilene de Fátima
Requena, João Alberto Venegas
Sarmanho, Arlene Maria Cunha
Arcaro, Vinicius Fernando
Keywords: Circular hollow sections
Parametric study
Finite-element analysis
Bar gap
Joint
Issue Date: 2010
Citation: VIEIRA, R. F. et al. Behavior analysis of bar gaps in welded YT-joints for rolled-steel circular hollow sections. Latin American Journal and Solids and structures, v. 7, n.4, p.369–389, 2010. Disponível em: <http://www.scielo.br/pdf/lajss/v7n4/a01v7n4.pdf>. Acesso em: 24 jul. 2012.
Abstract: We present a parametric analysis of gap variation between the lap brace and through brace of YT welded joints for rolled-steel circular hollow sections on plane steel structures. Our aim is to investigate the collapse behavior of YT-joints under lap brace axial compression. In particular, we focus on e/d0 ratios above 0.25 so bending moments can be taken into account during the design. We find that joint failure is primarily due to chord wall plastification (Mode A) and cross-sectional chord buckling (Mode F) in the region underneath the lap brace. Our joint design followed the Limit States Method, and our results were based on a comparative analysis of three different methods: an analytical solution derived from a set of international technical norms, an experimental analysis, and numerical modeling using Ansys as calibrated by our experimental results.
URI: http://www.repositorio.ufop.br/handle/123456789/1194
ISSN: 16797825
metadata.dc.rights.license: O Periódico Latin American Journal of Solids and Structures permite ao autor o depósito de cópia em repositório institucional. Fonte: Latin American Journal of Solids and Structures <http://www.lajss.org/index.php/LAJSS/about/submissions#copyrightNotice> Acesso em 12 set. 2013.
Appears in Collections:DECIV - Artigos publicados em periódicos

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