Magna-Lok rivet joint and the stiffness-equivalent FE model

Abstract

Purpose The purpose of this paper is to present a methodology for the determination of the stiffness when using simplified substitutive model of the joint. The usage of detailed finite element (FE) model of the joint in complex assemblies is not convenient; therefore, the substitutive model of the joint is used in FE models. Design/methodology/approach The detailed and simplified FE model of the joint is created in ABAQUS software and the analysis as well. The results of displacements are used for the determination of the stiffness of connecting element in simplified substitutive FE model. The approach is presented based on the general view on the different regions in the joint. Findings A simple FE modelling approach for the joint including the equivalent stiffness is presented. The particular solution is performed for Magna-Lok type of the rivet. The results show the same displacement for the detailed and simplified FE models. The analytical formula for stiffness determination in the load case with minimal secondary bending is introduced. Practical implications The approach for stiffness determination is straightforward and so no stiffness “tuning” is necessary in the simplified FE model. Originality/value The new approach for definition of simple FE model of the joint is introduced. It is not necessary to model a complex structure with detailed joints. The equivalent stiffness can be determined by presented procedure for every joint without limitation of the type.

Research on the Simplified Method of Nonlinear Finite Element Analysis for CFS-SPR Connections

“…However, the SpringA element could only consider nonlinear behavior of the axial direction. In order to simulate the simplified stiffness-equivalent model for the Magna-Lok type of rivet connection, the BUSH-type element was employed in ABAQUS to separately set the stiffness of relative translations and rotations in individual directions [20]. Niari et al [21] used Fastener, a mesh-independent fastener element in the ABAQUS software, to simulate the mechanical properties of the SDS connection between the CFS frame and sheathing.…”