Popp, Alexander; Gee, Michael W.; Wall, Wolfgang A.
Document type:
Sammelbandbeitrag / Paper in Collective Volume
Title:
A primal-dual active set strategy for finite deformation dual mortar contact
Collection editors:
Stavroulakis, Georgios E.
Title of conference publication:
Recent Advances in Contact Mechanics
Subtitle of conference publication:
Papers Collected at the 5th Contact Mechanics International Symposium (CMIS2009), April 28-30, 2009, Chania, Greece
Series title:
Lecture Notes in Applied and Computational Mechanics
Series volume:
56
Conference title:
Contact Mechanics International Symposium (5., 2009, Chania)
Conference title:
CMIS2009
Venue:
Chania
Year of conference:
2009
Date of conference beginning:
28.04.2009
Date of conference ending:
30.04.2009
Place of publication:
Berlin ; Heidelberg
Publisher:
Springer
Year:
2013
Pages from - to:
151-171
Language:
Englisch
Abstract:
The numerical simulation of contact problems in the context of finite deformation elasticity is considered. We present an approach based on mortar finite element discretization and use a primal-dual active set strategy for direct constraint enforcement. So-called dual Lagrange multiplier spaces are introduced such that a condensation of the global system of equations can be performed, thus avoiding an undesirable increase in system size. Both linear and quadratic shape functions are addressed and we exemplify the method for the 2D frictionless case. First and foremost, a full linearization of the dual mortar approach is provided in order to derive a consistent Newton scheme for the iterative solution of the nonlinear system. By further interpreting the active set search as a semi-smooth Newton method, contact nonlinearity and geometrical and material nonlinearity can be treated within one single iterative scheme. This yields a robust and highly efficient algorithm for finite deformation contact problems without regularization of the contact constraints. «
The numerical simulation of contact problems in the context of finite deformation elasticity is considered. We present an approach based on mortar finite element discretization and use a primal-dual active set strategy for direct constraint enforcement. So-called dual Lagrange multiplier spaces are introduced such that a condensation of the global system of equations can be performed, thus avoiding an undesirable increase in system size. Both linear and quadratic shape functions are addressed an... »