2021
DOI: 10.1002/nme.6885
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An efficient 4‐node facet shell element for the modified couple stress elasticity

Abstract: This work proposes a simple but robust 4-node 24-DOF facet shell element for static analysis of small-scale thin shell structures. To accommodate the size effects, the modified couple stress theory is employed as the theoretical basis.The element is constructed via two main innovations. First, the trial functions that can a priori satisfy related governing differential equations are adopted as the basic functions for formulating the element interpolations. Second, the generalized conforming theory and the pena… Show more

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Cited by 6 publications
(4 citation statements)
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“…Chen ([17]) proposed a new set of non-classical wave equations to investigate layered phononic crystals. Based on the high-order continuum theories, several size-dependent micro beam ( [18,19]), plate ([20, 21, 22, 23]) and shell ( [24,25]) models have been recently developed to study microscopic thin structures. Among these achievements, only a few models provide numerical solution with finite element formulation.…”
Section: Band Gap Composites ([1][2][3][4]mentioning
confidence: 99%
See 1 more Smart Citation
“…Chen ([17]) proposed a new set of non-classical wave equations to investigate layered phononic crystals. Based on the high-order continuum theories, several size-dependent micro beam ( [18,19]), plate ([20, 21, 22, 23]) and shell ( [24,25]) models have been recently developed to study microscopic thin structures. Among these achievements, only a few models provide numerical solution with finite element formulation.…”
Section: Band Gap Composites ([1][2][3][4]mentioning
confidence: 99%
“…Note that in the above expressions Eq. (25,27), G refers to shear modulus, E is Young's modulus, ν is Possion's ratio, and k 11 , k 22 are in-plane shear correction parameters, which in this article, take the following value k 11 = k 22 = 5 6 .…”
Section: Constitutive Relationsmentioning
confidence: 99%
“…From the above literature review, it is clear that analytical or semi-analytical solutions are often limited to simple structural forms or material distributions and typically unavailable or impractical for complex engineering problems. Therefore, numerical methods such as the finite element method (FEM) (Shang et al, 2020(Shang et al, , 2021, the isogeometric method (Liu et al, 2017), the meshless method (Jankowski et al, 2022) and the boundary element method (Rodopoulos et al, 2021) have been extensively employed to provide high precision and computational efficiency in solving these problems. Among these, the FEM has gained popularity due to its computation efficiency and simplicity in enforcing boundary conditions but it still suffers several drawbacks.…”
Section: Introductionmentioning
confidence: 99%
“…From the above literature review, it is clear that analytical or semi-analytical solutions are often limited to simple structural forms or material distributions and typically unavailable or impractical for complex engineering problems. Therefore, numerical methods such as the finite element method (FEM) (Shang et al ., 2020, 2021), the isogeometric method (Liu et al. , 2017), the meshless method (Jankowski et al.…”
Section: Introductionmentioning
confidence: 99%