2015
DOI: 10.1016/j.enganabound.2015.04.019
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An edge-based/node-based selective smoothed finite element method using tetrahedrons for cardiovascular tissues

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Cited by 49 publications
(21 citation statements)
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“…At first, a distortion parameter α is also introduced as reference, which will control differences between the new coordinates of distorted mesh and initial coordinates. The new coordinates of distorted mesh are given as below {x=x+hrcα,y=y+hrcα, where h is the characteristic length of element and r c is a random number between −1 and 1.…”
Section: Numerical Examplesmentioning
confidence: 99%
See 1 more Smart Citation
“…At first, a distortion parameter α is also introduced as reference, which will control differences between the new coordinates of distorted mesh and initial coordinates. The new coordinates of distorted mesh are given as below {x=x+hrcα,y=y+hrcα, where h is the characteristic length of element and r c is a random number between −1 and 1.…”
Section: Numerical Examplesmentioning
confidence: 99%
“…The S‐FEM was firstly developed using strain smoothing techniques using quadrilateral (Q4) elements, and then many other types of novel ways of constructing smoothing domains was proposed. In general, S‐FEM can be classified, by the type of smoothing domains used, as cell‐based S‐FEM (CS‐FEM), edge‐based S‐FEM (ES‐FEM) for 2D problems, face‐based S‐FEM (FS‐FEM) for 3D problem, 3D–edge‐based S‐FEM (3D‐ES‐FEM), node‐based S‐FEM (NS‐FEM), and alpha S‐FEM . In these S‐FEMs, the ES‐FEM with 3‐node triangular elements and FS‐FEM with 4‐node tetrahedral elements are most preferred in solid mechanics, which is stable and much more accurate and robust than FEM using the same element.…”
Section: Introductionmentioning
confidence: 99%
“…Now, we need to create the subdomain or smoothing domain (SD) ΩLs to apply the gradient smoothing. The construction of the smoothing domain can be based on the element itself, which is called cell‐based SD (CSD), based on element edge, which is called edge‐based SD,() based on node which is call node‐based SD (NSD)() as Figure or their combinations . In linear elasticity, similar to the reduced integration of the Q4 element, the NS‐FEM for T3 element also shows instability.…”
Section: Cbp Methodsmentioning
confidence: 99%
“…For example, the probable overestimation of stiffness in solid structures may lead to locking behavior and inaccurate stress-solving [30]. By adding strain smoothing into FEM [31], Liu et al established a series of cell-based [32][33][34][35][36], node-based [37,38], edge-based [39][40][41], or face-based [42,43] smoothed FEMs (S-FEMs) and their combinations [44][45][46][47]. ese S-FEMs with different properties can be used to get desired solutions for a variety of benchmarks and practical mechanic issues [48][49][50].…”
Section: Introductionmentioning
confidence: 99%