1. Tensile resistances of L-stubs
- Author
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Alain Bureau, Mohammed Hjiaj, Ivor Ryan, Maël Couchaux, Laboratoire de Génie Civil et Génie Mécanique (LGCGM), Université de Rennes 1 (UR1), Université de Rennes (UNIV-RENNES)-Université de Rennes (UNIV-RENNES)-Institut National des Sciences Appliquées - Rennes (INSA Rennes), Institut National des Sciences Appliquées (INSA)-Université de Rennes (UNIV-RENNES)-Institut National des Sciences Appliquées (INSA), Centre Technique Industriel de la Construction Métallique (CTICM), Ministère de l'Economie, des Finances et de l'Emploi, Université de Rennes (UR)-Institut National des Sciences Appliquées - Rennes (INSA Rennes), and Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)
- Subjects
Engineering ,Finite element method ,020101 civil engineering ,02 engineering and technology ,Bending ,Flange ,Elasto-plastic analysis ,Plastic resistance ,Refined Beam Models ,0201 civil engineering ,0203 mechanical engineering ,Ultimate tensile strength ,Contact zone ,Civil and Structural Engineering ,business.industry ,Fasteners ,Flanges ,Capacity prediction ,Metals and Alloys ,Building and Construction ,Structural engineering ,Analytical results ,3-D finite elements ,[SPI.MECA.GEME]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanical engineering [physics.class-ph] ,Bolts ,Bolted connections ,[SPI.GCIV]Engineering Sciences [physics]/Civil Engineering ,020303 mechanical engineering & transports ,Mechanics of Materials ,Contact area ,business ,Ultimate resistance ,Beam (structure) - Abstract
International audience; L-stubs are commonly used to model the tensile parts of ring flange bolted connections. Contact between opposite flanges has a significant effect on the elastic and plastic behaviour of these tensile joints. In the present paper, the effects of contact between flange plates are modelled via a refined beam model which has been previously applied with success to represent the elastic behaviour of non-preloaded L-stubs and T-stubs. Taking into account the behaviour of the flange in the contact area and bolt bending, a model is developed to predict the plastic resistance of L-stub joints. Simplifications are proposed to facilitate the determination of the contact zone and the ultimate resistances corresponding to failure modes involving flange and bolt. The comparison between analytical results with 3D finite element elasto-plastic analyses and experimental tests indicates that the proposed model provides good capacity predictions. Effects of contact, and therefore of the prying force, are particularly important in the case of relatively thin flanges. © 2017
- Published
- 2017
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