2014
DOI: 10.12913/22998624/561
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Fe-Modelling of a Contact Layer Between Elements Joined in Preloaded Bolted Connections for the Operational Condition

Abstract: Modelling and calculations of a contact layer between elements joined in a preloaded bolted connection for the operational condition are presented. The physical model of the bolted connection is based on a flexible flange element that is joined with a rigid support by means of the no-bolt model (at the assembly stage) or the rigid body bolt model (at the operational stage). The contact layer between joined elements is described as the nonlinear Winkler model. The contact joint model considering an experimental… Show more

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Cited by 13 publications
(10 citation statements)
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“…In an attempt to find the cause of this increase, analysis of the behavior of metal elements in contact was performed. The normal force generates the contact pressure which causes surface stresses [ 46 , 47 ]. These, in turn, can cause deformations, including plastic ones [ 48 ].…”
Section: Resultsmentioning
confidence: 99%
“…In an attempt to find the cause of this increase, analysis of the behavior of metal elements in contact was performed. The normal force generates the contact pressure which causes surface stresses [ 46 , 47 ]. These, in turn, can cause deformations, including plastic ones [ 48 ].…”
Section: Resultsmentioning
confidence: 99%
“…The joined plates were divided into 3D tetragonal finite elements, while the fasteners were modelled as flexible beams with rigid heads and nuts. In particular, the fastener models were obtained by connecting with rigid links the nodes of the beams and the nodes in the mesh of the joined plates lying within the heads of the bolts and nuts (for comparison, see [36][37]).…”
Section: Fem-based Modelmentioning
confidence: 99%
“…In the study, different load eccentricity values were tested using experimental and numerical methods. It is also worth mentioning that this study involved using the popular finite element method, which is widely used in many fields [ 42 , 43 , 44 , 45 , 46 , 47 , 48 , 49 ].…”
Section: Introductionmentioning
confidence: 99%