Nonlinear dynamic characteristics of symmetric rectangular honeycomb sandwich thin panel
Source abstract
Abstract
In the present work, nonlinear dynamics of symmetric rectangular honeycomb sandwich thin panel is investigated. The nonlinear governing equations of the thin panel are derived by using Hamilton’s principle and Reddy’s third-order shear deformation theory. After that, the Galerkin method is used to discretize the equation of motion, resulting in a set of ordinary differential equations with respect to time. The ordinary differential equations are solved analytically by utilizing the homotopy analysis method. The influence of structural parameters to the nonlinear frequencies of the symmetric rectangular honeycomb sandwich panel with simply supported boundaries along all four edges is discussed by using the analytic approximation method. Our findings demonstrate that the nonlinear frequency ratio decreases first and then increases with the increase of the width-to-length ratio and thickness-to-length ratio. When the width-to-length ratio is greater than 10, the nonlinear frequency ratio remains almost unchanged with the further increase of width-to-length ratio.
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Research context
OpenAlex topics: Composite Structure Analysis and Optimization · Vibration Control and Rheological Fluids · Vibration and Dynamic Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
College of Science, Northeastern University, Shenyang, China
Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang, Liaoning, China
Funding
National Natural Science Foundation of China
References (34)
Show source-provided references
1. 10.1007/s40799-017-0220-310.1007/s40799-017-0220-3 ↗
2. 10.1016/j.tws.2019.10642510.1016/j.tws.2019.106425 ↗
3. 10.1016/j.compstruct.2017.03.04510.1016/j.compstruct.2017.03.045 ↗
4. 10.1088/2053-1591/ab157610.1088/2053-1591/ab1576 ↗
5. 10.1016/j.jsv.2004.06.02810.1016/j.jsv.2004.06.028 ↗
6. 10.1016/j.compstruct.2007.04.00410.1016/j.compstruct.2007.04.004 ↗
7. 10.1016/j.compstruct.2008.03.03310.1016/j.compstruct.2008.03.033 ↗
8. 10.1142/S021945541000336110.1142/S0219455410003361 ↗
9. Torabi K · J Sandw Struct Mater · 2017 · 21 · 1
10. 10.1061/(ASCE)EM.1943-7889.000115310.1061/(ASCE)EM.1943-7889.0001153 ↗
11. 10.1061/(ASCE)0733-9399(1992)118:5(1026)10.1061/(ASCE)0733-9399(1992)118:5(1026) ↗
12. 10.1006/jsvi.1994.136810.1006/jsvi.1994.1368 ↗
13. 10.1016/j.ijsolstr.2003.09.05110.1016/j.ijsolstr.2003.09.051 ↗
14. Duc ND · J Sandw Struct Mater · 2016 · 20 · 1
15. 10.1142/S021945541950034210.1142/S0219455419500342 ↗
16. 10.1016/j.compstruct.2010.09.00610.1016/j.compstruct.2010.09.006 ↗
17. 10.1016/j.compstruct.2009.10.01210.1016/j.compstruct.2009.10.012 ↗
18. 10.1016/j.compstruct.2010.09.00610.1016/j.compstruct.2010.09.006 ↗
19. 10.1016/j.tws.2019.10648010.1016/j.tws.2019.106480 ↗
20. 10.1201/978020349116410.1201/9780203491164 ↗
21. 10.1016/j.cnsns.2007.09.01510.1016/j.cnsns.2007.09.015 ↗
22. 10.1515/zna-2017-017410.1515/zna-2017-0174 ↗
23. 10.4208/aamm.2013.m31410.4208/aamm.2013.m314 ↗
24. 10.1177/1045389X1351021810.1177/1045389X13510218 ↗
25. 10.1115/1.316771910.1115/1.3167719 ↗
26. Chia CY. · 1980
27. 10.1016/j.jsv.2004.06.02810.1016/j.jsv.2004.06.028 ↗
28. 10.1016/0020-7462(94)00054-E10.1016/0020-7462(94)00054-E ↗
29. Belalia SA. · J Sandw Struct Mater · 2017 · 21 · 1
30. 10.1016/j.jsv.2004.01.01610.1016/j.jsv.2004.01.016 ↗
31. 10.1090/qam/11025010.1090/qam/110250 ↗
32. Eisley JG. · J Appl Math Phys · 1964 · 15 · 167
33. 10.2514/3.904410.2514/3.9044 ↗
34. Fu MH · Acta Mech Sin · 1999 · 31 · 113