Modelling the Characteristics of Interface Surfaces by the Finite Element Method
- 1 January 1984
- journal article
- research article
- Published by SAGE Publications in Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science
- Vol. 198 (1) , 9-23
- https://doi.org/10.1243/pime_proc_1984_198_083_02
Abstract
This paper describes the development of a finite element model to simulate the behaviour of an interface which is formed between two contacting bodies. The normal behaviour is modelled using well-known equations. From available experimental data, the shear behaviour of the interface during loading, reloading and unloading is approximated by third-degree polynomials. The model approximates this non-linear behaviour using an incremental method. During each iteration, a portion of the external load is applied and the shear and normal stiffnesses are calculated using the tangent-stiffness method. Three examples, including a bolted cantilever, are analysed and the predicted results are compared with experimental results.Keywords
This publication has 9 references indexed in Scilit:
- Deformation Mechanism of Bolted Joint in Machine ToolsBulletin of JSME, 1979
- Finite element incremental contact analysis with various frictional conditionsInternational Journal for Numerical Methods in Engineering, 1979
- The Interface Boundary Conditions for Bolted Flanged ConnectionsJournal of Pressure Vessel Technology, 1976
- Finite element solution of surface nonlinearities in structural mechanics with special emphasis to contact and fracture mechanics problemsComputers & Structures, 1976
- A contribution to the solution of contact problems with the aid of bond elementsComputer Methods in Applied Mechanics and Engineering, 1975
- Pressure distribution and deformations of machined components in contactInternational Journal of Mechanical Sciences, 1973
- Behaviour of the Horizontal Stiffness and the Micro-Sliding on the Bolted Joint Under the Normal Pre-LoadPublished by Springer Nature ,1972
- Stress Analysis of Rock as a ‘No Tension’ MaterialGéotechnique, 1968
- The distribution of pressure between two flat plates bolted togetherInternational Journal of Mechanical Sciences, 1964