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Mortar Methods for Single- and Multi-Field Applications in Computational Mechanics

In: Sustained Simulation Performance 2012

Author

Listed:
  • Alexander Popp

    (Technische Universität München, Institute for Computational Mechanics)

  • Michael W. Gee

    (Technische Universität München, Mechanics and High Performance Computing Group)

  • Wolfgang A. Wall

    (Technische Universität München, Institute for Computational Mechanics)

Abstract

Mortar finite element methods are of great relevance as a non-conforming discretization technique in various single-field and multi-field applications. In computational contact analysis, the mortar approach allows for a variationally consistent treatment of non-penetration and frictional sliding constraints despite the inevitably non-matching interface meshes. Other single-field and multi-field problems, such as fluid–structure interaction (FSI), also benefit from the increased modeling flexibility provided by mortar methods. This contribution gives a review of the most important aspects of mortar finite element discretization and dual Lagrange multiplier interpolation for the aforementioned applications. The focus is on parallel efficiency, which is addressed by a new dynamic load balancing strategy and tailored parallel search algorithms for computational contact mechanics. For validation purposes, simulation examples from solid dynamics, contact dynamics and FSI will be discussed.

Suggested Citation

  • Alexander Popp & Michael W. Gee & Wolfgang A. Wall, 2013. "Mortar Methods for Single- and Multi-Field Applications in Computational Mechanics," Springer Books, in: Michael M. Resch & Xin Wang & Wolfgang Bez & Erich Focht & Hiroaki Kobayashi (ed.), Sustained Simulation Performance 2012, edition 127, pages 133-154, Springer.
  • Handle: RePEc:spr:sprchp:978-3-642-32454-3_12
    DOI: 10.1007/978-3-642-32454-3_12
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