A mortar segment-to-segment contact method for large deformation solid mechanics
By Michael A. Puso, T. Laursen. 2004
423 citations recorded by the source corpus.
Subfields: Computational Theory and Mathematics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/e049f7ca898fbd3458b3706173875b1457e4b0ee
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Computational Theory and Mathematics
- Wolfgang A. Wall
- Alexander Popp
- Peter Wriggers
- Peter Betsch
- Christian Hesch
- Michael W. Gee
- P. Farah
- M. Gitterle
In Mechanics of Materials
- Wolfgang A. Wall
- Alexander Popp
- Peter Wriggers
- Christian Hesch
- Peter Betsch
- Michael W. Gee
- P. Farah
- M. Gitterle
Citations in the corpus
- A mortar method for energy‐momentum conserving schemes in frictionless dynamic contact problems (2009, background): “Following Puso and Laursen [7, Section 2], the potential function of the normal contact constraints pertaining to the mortar method can be derived from an integral form of the contact complementarity condition.”
- Efficient simulation of multi‐body contact problems on complex geometries: A flexible decomposition approach using constrained minimization (2009, methodology): “The iterative solver, a monotone multigrid method we present in Section 5, actually makes no difference between the two cases since both are solved by constrained energy minimization.”
- Two dimensional mortar contact methods for large deformation frictional sliding (2005, background): “As is discussed in detail for the three dimensional frictionless case in Reference [18], mortar element formulation of large deformation/sliding contact problems is difficult because the mortar integrals and associated surface-to-surface projections are strongly dependent on the deformation of the c”
- A contact searching algorithm including bounding volume trees applied to finite sliding mortar formulations (2007, methodology): “6. Compute contact stiffness based on the mortar segmentinformationandthelinearizationgivenin[ 1 ,3].”
- A dual mortar approach for 3D finite deformation contact with consistent linearization (2010, methodology): “Only a short overview is given here and the interested reader is referred to the original work [7, 8, 29] for details.”
- A finite deformation mortar contact formulation using a primal–dual active set strategy (2009, positive): “For an extension to 3D problems, the reader is referred to [14, 15].”
- On the contact domain method: A comparison of penalty and Lagrange multiplier implementations (2012, methodology): “Due to its obvious advantages, this method has found its application in many of the recently developed frictionless and frictional contact formulation focusing on large deformation problems [25,18,17,5].”