A segment-to-segment mortar contact method for quadratic elements and large deformations
By Michael A. Puso, T. Laursen, Jerome Solberg. 2008
166 citations recorded by the source corpus.
Subfields: Computational Theory and Mathematics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/2fd807223997979f3640f2306e2365d61da38273
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
- Laura De Lorenzis
- Peter Wriggers
- Giorgio Zavarise
- Ilker Temizer
- Christian Hesch
- Peter Betsch
In Mechanics of Materials
- Alexander Popp
- Wolfgang A. Wall
- Laura De Lorenzis
- Peter Wriggers
- Giorgio Zavarise
- Ilker Temizer
- Christian Hesch
- Peter Betsch
Citations in the corpus
- Isogeometric analysis and domain decomposition methods (2012, background): “[32] and in Fischer and Wriggers [11], a detailed analysis can be found in Hauret and Le Tallec [16].”
- A mortar formulation for 3D large deformation contact using NURBS-based isogeometric analysis and the augmented Lagrangian method (2012, background): “As mentioned previously, these problems have been alleviated in previous mortar implementations by introducing an averaging of the normal vectors at the inter-element nodes [32, 33 ,43].”
- Transient three‐dimensional domain decomposition problems: Frame‐indifferent mortar constraints and conserving integration (2010, unknown): “[17], Yang et al.”
- A dual mortar approach for 3D finite deformation contact with consistent linearization (2010, methodology): “The basic idea in [10] is to subdivide quadratic surface elements into linearly interpolated segments as illustrated in Figure 4 for a 9-node quadrilateral contact element.”
- A finite deformation mortar contact formulation using a primal–dual active set strategy (2009, unknown): “For an extension to 3D problems, the reader is referred to [14, 15].”
- Segment-based vs. element-based integration for mortar methods in computational contact mechanics (2015, methodology): “[30,36,37,55].”
- A large deformation frictional contact formulation using NURBS‐based isogeometric analysis (2011, methodology): “[25].”
- A mortar method for energy‐momentum conserving schemes in frictionless dynamic contact problems (2009, background): “It is worth noting that in previous works on mortar contact formulations (see [7, 9, 12, 13]) additional simplifying assumptions are commonly incorporated into the contact virtual work.”