2017
DOI: 10.1016/j.compstruc.2016.05.004
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Strain smoothing for compressible and nearly-incompressible finite elasticity

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Cited by 42 publications
(22 citation statements)
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“…Moreover, the aforementioned approaches are restricted to conventional element types, ie, triangles/quadrilaterals in two dimensions and tetrahedra/hexahedral in three dimensions. With the introduction of the polygonal FEM (wherein, the elements can assume arbitrary shapes and sizes), there is a growing interest in using these elements for various problems in science and engineering . However, to the best of the authors' knowledge, an extension of the aforementioned approaches to arbitrary polytopes is scarcely reported in the literature.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…Moreover, the aforementioned approaches are restricted to conventional element types, ie, triangles/quadrilaterals in two dimensions and tetrahedra/hexahedral in three dimensions. With the introduction of the polygonal FEM (wherein, the elements can assume arbitrary shapes and sizes), there is a growing interest in using these elements for various problems in science and engineering . However, to the best of the authors' knowledge, an extension of the aforementioned approaches to arbitrary polytopes is scarcely reported in the literature.…”
Section: Introductionmentioning
confidence: 99%
“…With the introduction of the polygonal FEM (wherein, the elements can assume arbitrary shapes and sizes), there is a growing interest in using these elements for various problems in science and engineering. [9][10][11] However, to the best of the authors' knowledge, an extension of the aforementioned approaches to arbitrary polytopes is scarcely reported in the literature. system to a scaled boundary coordinate system, with the restriction that the entire boundary is visible from the origin of the scaled boundary coordinate system.…”
Section: Introductionmentioning
confidence: 99%
“…Since Liu et al [3] introduced four different S-FEM approaches, i.e. cell-based S-FEM (CS-FEM), edge-based S-FEM (ES-FEM), node-based S-FEM (NS-FEM) and face-based S-FEM (FS-FEM), several approaches have been widely used in various engineering fields: plate (Nguyen-Xuan et al [4]), shell (Nguyen-Thanh et al [5]), nearly-incompressible elasticity (Lee et al [6] and Ong et al [7]), and coupled with extended FEM (Bordas et al [8,9]). Moreover, selective S-FEM [10], the hybrid S-FEM [11] and enriched-S-FEM [6] were introduced to improve conventional S-FEMs.…”
Section: Introductionmentioning
confidence: 99%
“…In the final section, the performance of the proposed method was conclude and some possible future works were prawn related to the present method. For the nonlinear CS-FEM approximation, the following smoothed infinitesimal strain tensor over smoothing domain Ω is given as [6]:…”
Section: Introductionmentioning
confidence: 99%
“…Bonet and Burton proposed the average node pressure (ANP) tetrahedral mesh to achieve better results for nearly incompressible materials [9]. More recently, Leea et.al [34] present a robust and efficient form of the smoothed finite element method (SFEM) to prevent this issue.…”
Section: Mesh Typesmentioning
confidence: 99%