A class of mortar-based frictionless contact formulations is derived based on a classical three-field mixed variational framework. Within a penalty regularization complemented by Uzawa augmentations, discrete mortar constraints are naturally induced by the variational setting. Major aspects of earlier mortar approaches are obtained through constrained, lumped or unconstrained recovery procedures for the mixed kinematic and kinetic mortar quantities from their projected counterparts. Two- and three-dimensional examples at the infinitesimal and finite deformation regimes highlight the local and global quality of the contact interactions. © 2012 Elsevier B.V
International audienceThis paper presents a mixed variational framework and numerical examples to tr...
The present article develops two formulations of zero-thickness mortar/interface finite elements for...
In this work we develop a set of methods to handle tying and contact problems along real and virtual...
Cataloged from PDF version of article.A class of mortar-based frictionless contact formulations is d...
A classical three-field mixed variational formulation of frictionless contact is extended to the fri...
<p>The mortar contact formulation is a well-established technique to tie non-conforming finite eleme...
During last decade progress in computational contact mechanics was achieved using mortar based conta...
The mortar contact formulation is a well-established technique to tie non-conforming finite element ...
A three-dimensional mortar-based frictional contact treatment in isogeometric analysis with NURBS is...
peer reviewedThis paper describes the quasi-static formulation of frictionless line contact between ...
This work investigates mortar-based frictionless contact in the context of NURBS discretizations tha...
This work presents a frictional contact formulation to solve three-dimensional contact problems with...
AbstractA multibody frictional mortar contact formulation (Gitterle et al., 2010) is extended for th...
Significant progress has been made on computational contact mechanics over the past decade. Many of t...
A finite element formulation for three dimensional (3D) contact mechanics using a mortar algorithm c...
International audienceThis paper presents a mixed variational framework and numerical examples to tr...
The present article develops two formulations of zero-thickness mortar/interface finite elements for...
In this work we develop a set of methods to handle tying and contact problems along real and virtual...
Cataloged from PDF version of article.A class of mortar-based frictionless contact formulations is d...
A classical three-field mixed variational formulation of frictionless contact is extended to the fri...
<p>The mortar contact formulation is a well-established technique to tie non-conforming finite eleme...
During last decade progress in computational contact mechanics was achieved using mortar based conta...
The mortar contact formulation is a well-established technique to tie non-conforming finite element ...
A three-dimensional mortar-based frictional contact treatment in isogeometric analysis with NURBS is...
peer reviewedThis paper describes the quasi-static formulation of frictionless line contact between ...
This work investigates mortar-based frictionless contact in the context of NURBS discretizations tha...
This work presents a frictional contact formulation to solve three-dimensional contact problems with...
AbstractA multibody frictional mortar contact formulation (Gitterle et al., 2010) is extended for th...
Significant progress has been made on computational contact mechanics over the past decade. Many of t...
A finite element formulation for three dimensional (3D) contact mechanics using a mortar algorithm c...
International audienceThis paper presents a mixed variational framework and numerical examples to tr...
The present article develops two formulations of zero-thickness mortar/interface finite elements for...
In this work we develop a set of methods to handle tying and contact problems along real and virtual...