Abstract
This work presents a linear smoothing scheme over high-order triangular elements within the framework of the cell-based strain smoothed finite element method for two-dimensional nonlinear problems. The main idea behind the proposed linear smoothing scheme is that it unlike the classical SFEM, it does not require the subdivision of the finite element cells into smoothing sub-cell. The other features of the classical SFEM are retained, such as: it does not require an explicit form of the derivatives of the basis functions, all the computations are done in the physical space, and the results are less sensitive to mesh distortion. A series of benchmark tests are done to demonstrate the validity and the stability of the proposed scheme. The validity and accuracy are confirmed by comparing the obtained numerical results with the standard FEM using quadratic triangular element and the exact solutions.
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Acknowledgements
Changkye Lee would like to thank the support by Basic Science Research Program through the National Research Foundation of Korea(NRF) funded by the Ministry of Education (2016R1A6A1A03012812).
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Appendix
Appendix
1.1 The smoothed strain–displacement matrix
The following discrete trial and test functions are given using Lagrangian shape functions \(\varPsi _I\) at node I:
Thus, from the smoothed strain of Eq. (4), the smoothed strain–displacement matrix for 2D can be evaluated as:
where \(\bar{B}_{Ii}\) is given as:
1.2 Consistency of the nodal derivatives
For linear smoothing approximation, as given in Eq. (16), the approximation consistency is given as [14]:
where the sampling point \({\mathbf {x}}=\left[ x,y\right] \).
Equation (40) can be reproduced as:
Therefore, Eq. (41) can be rewritten by taking spatial derivatives:
which can be extended as:
for \(\varPsi _{I,1}\) and
for \(\varPsi _{I,2}\). Note that, the shape functions \(\varPsi _I\left( {\mathbf {x}}\right) \) need to meet a consistency condition with their derivatives \(\varPsi _{I,i}\left( {\mathbf {x}}\right) \) in terms of the divergence theorem. Therefore, the divergence consistency is expressed as:
where \(\varOmega _S\) and \(\varGamma _S\) are sub-domain and the boundaries of sub-domain under the control of the shape functions \(\varPsi _I\).
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Lee, C., Natarajan, S. Linear smoothed finite element method for quasi-incompressible hyperelastic media. Int J Adv Eng Sci Appl Math 12, 158–170 (2020). https://doi.org/10.1007/s12572-020-00276-4
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DOI: https://doi.org/10.1007/s12572-020-00276-4