journal article·2022-08

A Hermite interpolation element-free Galerkin method for piezoelectric materials

Xiao Ma, Bo Zhou, Shifeng Xue

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Abstract

Piezoelectric materials have played an important role in industry due to a number of beneficial properties. However, most numerical methods for the piezoelectric materials need mesh, in which the mesh generation and remeshing are prominent difficulties. This paper proposes a Hermite interpolation element-free Galerkin method (HIEFGM) for piezoelectric materials, where the Hermite approximate approach and interpolation element-free Galerkin method (IEFGM) are combined. Based on the constitutive equation, geometric equation, and Galerkin integral weak form, the HIEFGM formulation for piezoelectric materials is established. In the proposed method, the problem domain is discretized by many nodes rather than the meshes, so the pre-processing of numerical computation is simplified. Furthermore, a new approximation technique based on the moving least squares method and Hermite approximate approach is used to derive the approximation function of field quantities. The derived approximation function has the Kronecker delta property and considers the field quantity normal derivatives of boundary nodes, which avoids the problem of imposing the essential boundary conditions and improves the accuracy of meshless approximation. The effects of the scaling factor, node density, and node arrangement on the accuracy of the proposed method are investigated. Numerical examples are given for assessing the proposed method and the results uniformly demonstrate the proposed method has excellent performance in analyzing piezoelectric materials.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Numerical methods in engineering · Composite Structure Analysis and Optimization · Geotechnical Engineering and Underground Structures

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

College of Pipeline and Civil Engineering, China University of Petroleum (East China), Qingdao, China

Funding

Graduate Innovation Program of China University of Petroleum · National Key Research and Development Program of China

References (52)

Show source-provided references
1. 10.1016/j.camwa.2019.08.00110.1016/j.camwa.2019.08.001 ↗
2. 10.1016/j.compstruct.2019.03.07010.1016/j.compstruct.2019.03.070 ↗
3. 10.1007/s10483-016-2098-910.1007/s10483-016-2098-9 ↗
4. 10.1016/j.tws.2020.10720010.1016/j.tws.2020.107200 ↗
5. 10.1016/j.compositesb.2019.03.06510.1016/j.compositesb.2019.03.065 ↗
6. Arefi M, Rahimi GH (2011) Non linear analysis of a functionally graded square plate with two smart layers as sensor and actuator under normal pressure. Smart Structures and Systems 8(5): 433–447.
7. Arefi M, Rahimi GH (2012) Studying the nonlinear behavior of the functionally graded annular plates with piezoelectric layers as a sensor and actuator under normal pressure. Smart Structures and Systems 9(2): 127–143.
8. 10.12989/sss.2012.9.5.42710.12989/sss.2012.9.5.427 ↗
9. 10.1177/1045389X1772103910.1177/1045389X17721039 ↗
10. 10.1177/1045389X1773333310.1177/1045389X17733333 ↗
11. 10.1088/0964-1726/20/6/06501610.1088/0964-1726/20/6/065016 ↗
12. 10.1002/nme.574510.1002/nme.5745 ↗
13. 10.1016/j.amc.2017.03.04210.1016/j.amc.2017.03.042 ↗
14. 10.1115/1.402563310.1115/1.4025633 ↗
15. 10.1177/1045389X1142527710.1177/1045389X11425277 ↗
16. 10.1142/S175882511750067310.1142/S1758825117500673 ↗
17. 10.1016/j.enganabound.2018.10.02210.1016/j.enganabound.2018.10.022 ↗
18. 10.1016/j.enganabound.2019.06.00510.1016/j.enganabound.2019.06.005 ↗
19. 10.1016/j.amc.2017.05.07910.1016/j.amc.2017.05.079 ↗
20. 10.1088/1361-665X/aac8a710.1088/1361-665X/aac8a7 ↗
21. 10.1016/j.amc.2018.10.05310.1016/j.amc.2018.10.053 ↗
22. 10.1177/168781401769373310.1177/1687814017693733 ↗
23. 10.1007/s00466-002-0358-310.1007/s00466-002-0358-3 ↗
24. 10.1002/nme.178610.1002/nme.1786 ↗
25. 10.1142/S021987621630001410.1142/S0219876216300014 ↗
26. 10.1088/0964-1726/13/6/01510.1088/0964-1726/13/6/015 ↗
27. 10.1016/j.rinp.2019.10226010.1016/j.rinp.2019.102260 ↗
28. 10.1016/j.enganabound.2019.09.02310.1016/j.enganabound.2019.09.023 ↗
29. 10.1016/j.soildyn.2020.10615410.1016/j.soildyn.2020.106154 ↗
30. 10.1017/jmech.2020.4410.1017/jmech.2020.44 ↗
31. 10.1016/j.amc.2021.12607310.1016/j.amc.2021.126073 ↗
32. 10.1016/j.compositesb.2012.10.03410.1016/j.compositesb.2012.10.034 ↗
33. 10.1016/j.apm.2019.05.03310.1016/j.apm.2019.05.033 ↗
34. 10.1007/s00466000021110.1007/s004660000211 ↗
35. 10.1088/0964-1726/19/8/08502410.1088/0964-1726/19/8/085024 ↗
36. 10.1080/15502287.2019.156628510.1080/15502287.2019.1566285 ↗
37. 10.1016/j.sna.2020.11220310.1016/j.sna.2020.112203 ↗
38. 10.1007/s00707-017-1894-410.1007/s00707-017-1894-4 ↗
39. 10.1016/j.enganabound.2014.10.01710.1016/j.enganabound.2014.10.017 ↗
40. Somireddy M, Rajagopal A (2015) Meshless natural element method for nonlinear analysis of composite plates. Journal of Structural Engineering 42(1): 57–63.
41. 10.1142/S175882511650096410.1142/S1758825116500964 ↗
42. 10.1016/j.euromechsol.2015.09.00410.1016/j.euromechsol.2015.09.004 ↗
43. 10.1016/j.enganabound.2012.04.00810.1016/j.enganabound.2012.04.008 ↗
44. 10.1142/S175882511950105910.1142/S1758825119501059 ↗
45. 10.1007/s00466-019-01785-110.1007/s00466-019-01785-1 ↗
46. 10.1155/2014/54748510.1155/2014/547485 ↗
47. 10.1088/1674-1056/21/9/09020410.1088/1674-1056/21/9/090204 ↗
48. 10.1177/1045389X2095946210.1177/1045389X20959462 ↗
49. 10.1016/j.enganabound.2017.10.02010.1016/j.enganabound.2017.10.020 ↗
50. 10.1177/1045389X2094396210.1177/1045389X20943962 ↗
51. 10.1142/S175882512050043X10.1142/S175882512050043X ↗
52. 10.1016/j.apm.2019.09.04710.1016/j.apm.2019.09.047 ↗