2015
DOI: 10.1007/s11044-015-9449-8
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Numerical solution of frictional contact problems based on a mortar algorithm with an augmented Lagrangian technique

Abstract: This work presents a frictional contact formulation to solve three-dimensional contact problems with large finite displacements. The kinematic description of the contacting bodies is defined by using a mortar approach. The regularization of the variational frictional contact problem is solved with a mixed dual penalty approach based on an augmented Lagrangian technique. In this method, the numerical results do not depend on the definition of any user-defined penalty parameter affecting the normal or tangential… Show more

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Cited by 14 publications
(5 citation statements)
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“…Replacing Eqs. (43,45,46) into Eq. ( 42), the generalized internal forces vector of the contact element F p N can then be readily identified as conjugated to the variation of generalized coordinates of the element Φ = [q T ν N ν T T ] T as follows,…”
Section: Force Vector In the Normal Directionmentioning
confidence: 99%
See 1 more Smart Citation
“…Replacing Eqs. (43,45,46) into Eq. ( 42), the generalized internal forces vector of the contact element F p N can then be readily identified as conjugated to the variation of generalized coordinates of the element Φ = [q T ν N ν T T ] T as follows,…”
Section: Force Vector In the Normal Directionmentioning
confidence: 99%
“…This formulation is useful for treating rigid-rigid and rigid-flexible contact with friction, which appear in many types of mechanisms. We remark that flexible-flexible contact problems are generally handled using Mortar-based formulations as in [36,42,43]. The implementation of this approach in the context of the non-smooth generalized-α integration scheme is currently under development.…”
Section: Introductionmentioning
confidence: 99%
“…In analogy to the internal forces of a classical finite element, the internal force vector for a single contact element derived from the augmented Lagrangian method ( Cavalieri and Cardona, 2015;Heege and Alart, 1996) is defined by:…”
Section: Node-to-segment Contact Elementsmentioning
confidence: 99%
“…Thereby, the deformation of two bodies in contact is found. This algorithm has been widely used with FEM [14][15][16] and has recently been combined with IGA [17][18][19][20][21][22][23][24]. Nevertheless, the main disadvantage of this method is that applied contact force is not a real force.…”
Section: Introductionmentioning
confidence: 99%