Arbitrary Placement of Secondary Nodes, and Error Control, in the Meshless Local Petrov-Galerkin (MLPG) Method
By Hyun Gyu Kim, Satya N. Atluri. 2000
80 citations recorded by the source corpus.
Subfields: Computational Mechanics, Electrical and Electronic Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/10edc368b3665cba31bd0f2394c37f7cd9914202
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In Computational Mechanics
In Electrical and Electronic Engineering
In Mechanics of Materials
Citations in the corpus
- On the Equivalence Between Least-Squares and Kernel Approximations in Meshless Methods (2001, background): “…and Oden (1996)], local boundary integral equation (LBIE) [Zhu, Zhang, Atluri (1998)], meshless local PetrovGalerkin (MLPG) [Atluri and Zhu (1998); Kim and Atluri (2000); Lin and Atluri (2000)], finite point method [Onate, et al. (1996); Wordelman et al. (2000)], boundary node method [Mukherjee…”
- The Meshless Local Petrov-Galerkin (MLPG) Method: A Simple \& Less-costly Alternative to the Finite Element and Boundary Element Methods (2002, methodology): “…successes of the MLPG method have been reported in solving the convection-diffusion problems [Lin & Atluri (2000)]; fracture mechanics problems [Kim & Atluri (2000), Ching & Batra (2001)]; Navier-Stokes flows [Lin & Atluri (2001)]; and plate bending problems [Gu & Liu (2001), and Long & Atluri…”
- Investigations on the Accuracy and Condition Number for the Method of Fundamental Solutions (2006, methodology): “…(1990A, 1990B), Li, Cheng and Chen (2003), Young, Jane, Lin, Chiu and Chen (2004), Young, Chen and Wong (2005)] as well as the meshless local Petrov-Galerkin method (MLPG) [Wordelman, Aluru and Ravaioli (2000), Lin and Atluri (2000), Kim and Atluri (2000), Atluri (2004), Han and Atluri (2004)].”
- A Meshless Local Petrov-Galerkin Method for Solving the Bending Problem of a Thin Plate (2002, methodology): “Meshless methods have become very attractive and efficient for the development of adaptive methods for solving boundary value problems because nodes can be easily added and deleted without a burdensome remeshing of the entire structure [Kim and Atluri (2000)].”
- The use of Timoshenko's exact solution for a cantilever beam in adaptive analysis (2008, unknown): “[6-12]).”