The aim of this project is to develop an efficient two-scale numerical scheme integrating implicit finite
element computations at the macro-scale and the boundary element method at the micro-scale for the
accurate solution of frictional contact problems with microscopic interface roughness. The whole range
of sliding regimes, from the full stick to the full slip and also full sliding, will be handled, as well as any
complex loading path. The problem of frictional contact is relevant in many research areas of
engineering and physics. In mechanical engineering, it is important in configurations such as bolted
joints, wheel-rail contact, bearings, brakes or wheel-asphalt contact. It is also of interest for the
interaction between soil and pile foundations in civil and geotechnical engineering applications. In
biomechanics, the relative motion in hip-joint prostheses leading to wear is also ruled by friction. In all
of such fundamental problems, the interface between bodies in contact is not flat and its roughness
presents multiscale features that influence the deformation and the stress states in the material.
In this context, finite element (FE)-based computational methods are very promising for the solution of
the frictional contact problem, due to their capability to deal with complex, realistic model geometries
and with material and geometrical nonlinearities. Among the techniques available in the literature, the
mortar method is considered as one of the most suitable ones for large relative sliding displacements, accommodating also different mesh discretizations of the two bodies in contact along their common
interface. The present project aims at developing a new two-scale computational method to enrich the
interface constitutive model of the basic mortar method, accounting for roughness. As a main
difference from the existing approach where the contact interface is assumed to be nominally flat and
the classical Coulomb friction law is postulated to govern the relative tangential motion, the proposed
approach will allow the simulation of partial slip regimes ranging from full stick to full slip, and then
followed by gross sliding, explicitly considering the effect of microscopical roughness. Previous
attempts to include roughness in the finite element method (FEM) within node-to-surface contact
algorithms have considered FE^2-type approaches where a nested finite element problem with
roughness is solved at each integration point of the macroscopic flat interface. To accelerate
computations, the use of look-up tables collecting contact results obtained from off-line finite element
analyses has been proposed. As compared to these approaches, the proposed multi-scale method will
use boundary element methods (BEM) instead of FEM at the microscale, to reduce the computational
cost. Moreover, for the simulation of any arbitrary loading path, the micro-scale contact response will
be determined by exploiting novel mathematical analogies to derive the solution from the history of the
normal contact problem, with an expected significant speed-up of computations.
«The aim of this project is to develop an efficient two-scale numerical scheme integrating implicit finite
element computations at the macro-scale and the boundary element method at the micro-scale for the
accurate solution of frictional contact problems with microscopic interface roughness. The whole range
of sliding regimes, from the full stick to the full slip and also full sliding, will be handled, as well as any
complex loading path. The problem of frictional contact is relevant in m...
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