A variational principle for the formulation of partitioned structural systems
By K. Park, C. Felippa. 2000
194 citations recorded by the source corpus.
Subfields: Computational Mechanics, Computational Theory and Mathematics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/200d05ef4ba3c8ae0606ca2cb7ab0818b80e9768
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
- Pierre-Alain Guidault
- Ted Belytschko
- Alain Combescure
- Hyun Gyu Kim
- L. D. Valentin
- B. Herry
- G. Rebel
- K. Park
In Computational Theory and Mathematics
- Pierre-Alain Guidault
- Hyun Gyu Kim
- Alain Combescure
- Ted Belytschko
- Young-Sam Cho
- Seyoung Im
- Sukky Jun
- K. Park
In Mechanics of Materials
- Alain Combescure
- Young-Sam Cho
- Seyoung Im
- Ted Belytschko
- Sukky Jun
- Pierre-Alain Guidault
- Hyun Gyu Kim
- K. Park
Citations in the corpus
- On the L2 and the H1 couplings for an overlapping domain decomposition method using Lagrange multipliers (2007, methodology): “In order to link the meshes, an intermediate space of Lagrange multipliers is defined, as in the mortar element method [1, 2], in the three-field formulation [3–5] or in a localized version of the Lagrange multiplier method [6].”
- A simple algorithm for localized construction of non‐matching structural interfaces (2002, methodology): “The theoretical foundation of the present study is a four- eld variational principle [12; 13] whose variables consist of subdomain deformation modes, Lagrange multipliers independently de ned along subdomain interfaces, displacements of a frame interposed between subdomains, and self-equilibrium mod”
- An improved interface element with variable nodes for non-matching finite element meshes (2005, methodology): “Similar methods has also been proposed by [1,8,15–17].”
- An approach to the connection between subdomains with non‐matching meshes for transient mechanical analysis (2002, methodology): “Recently, Park and Felippa have proposed an approach using the localized Lagrange multipliers (LLM) method [5], whereas the mortar method is dedicated to this kind of problem.”
- A formulation based on localized Lagrange multipliers for BEM–FEM coupling in contact problems (2008, methodology): “Variational formulation To derive the equilibrium equations of the constrained system we use the variational formulation proposed by Park and Felippa [24,25] where the problem is treated like if all bodies were entirely free, formulating the virtual work of the system by summing up the contributions”