Isogeometric collocation for large deformation elasticity and frictional contact problems
By R. Kruse, N. Nguyen‐Thanh, Laura De Lorenzis, Thomas J. R. Hughes. 2015
113 citations recorded by the source corpus.
Subfields: Computational Mechanics, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/5f8aba43d75f5112127ff997201df5808ba940e3
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Computational Mechanics
- Laura De Lorenzis
- Hector Gomez
- Enzo Marino
- Hugo Casquero
- Josef Kiendl
- Alessandro Reali
- Thomas J. R. Hughes
- Lei Liu
In Mechanical Engineering
- Hector Gomez
- Laura De Lorenzis
- Enzo Marino
- Josef Kiendl
- Hugo Casquero
- Alessandro Reali
- Martin L. Dunn
- Oliver Weeger
Citations in the corpus
- Isogeometric collocation methods for Cosserat rods and rod structures (2017, unknown): “Isogeometric collocation schemes have been successfully developed for a wide range of applications, such as elastostatics and dynamics [30], contact problems [31], various beam and rod formulations [32–35], as well as plates and shells [35, 36].”
- Isogeometric collocation using analysis-suitable T-splines of arbitrary degree (2016, background): “Since its introduction, many promising significant works on IGAC were published in different fields, including phase-field modeling [39], contact [40, 41], nonlinear elasticity [41], as well as several interesting studies in the context of structural elements [42, 43, 44, 45, 46].”
- An isogeometric collocation method for frictionless contact of Cosserat rods (2017, methodology): “In [26], isogeometric collocation was extended to nonlinear problems, studying large deformation elasticity and frictional contact.”
- Extended isogeometric analysis based on PHT‐splines for crack propagation near inclusions (2017, unknown): “The zero-level set of a function Γ is as follows: Γ = { ξ ∈ R(2) ∶ ψ (ξ) = 0 } , (19)”
- The variational collocation method (2016, background): “For details about isogeometric collocation in hyperelasticity see [18].”
- Isogeometric collocation for three-dimensional geometrically exact shear-deformable beams (2016, background): “[33] have been the first to study the performance of IGA-C in the case of fully nonlinear problems, including both geometrical and mechanical nonlinearities.”