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On the size-dependent bending and buckling of the partially covered laminated microplate

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Abstract

The bending and buckling of the microcomponents show size dependency. The strain gradient elasticity theory is proposed to explain the size dependency. In this paper, we derive the theoretical relations among the modified strain gradient elasticity theory, the modified couple stress theory and the general strain gradient elasticity theory, and clarify the degradation relation. The general theory includes all strain gradients while the modified strain gradient elasticity theory and the modified couple stress theory only contain part of strain gradients. By ignoring the deviatoric part of the strain gradients \(\eta _{ijk}^{'(2)}\) or the symmetric part of the strain gradients \(\eta _{ijk}^{s}\), the general theory is simplified as the modified couple stress theory or the modified strain gradient elasticity theory, respectively. The ability of the general theory and the reduced theories in describing the bending and buckling response of the partially covered laminated microplate is subsequently compared. Results reveal that the general theory predicts smaller bending deflection and axial displacement while larger buckling load than that of the reduced theories. The general theory is more effective in reflecting the size effects. In addition, it is found that the increase of the thickness or radius of the upper elastic layer makes the buckling load increase while the deflection increase firstly and then decrease. There exists the specific radius ratio and thickness ratio to make the clamped-clamped microplate achieve the maximum deflection.

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References

  1. Hamlehdar M, Kasaeian A, Safaei MR (2019) Energy harvesting from fluid flow using piezoelectrics: a critical review. Renew Energy 143:1826–1838

    Google Scholar 

  2. Liu H, Zhong J, Lee C et al (2018) A comprehensive review on piezoelectric energy harvesting technology: materials, mechanisms, and applications. Appl Phys Rev 5(4):041306

    Google Scholar 

  3. Baz A (2019) Active acoustic metamaterial with tunable effective density using a disturbance rejection controller. J Appl Phys 125(7):074503

    Google Scholar 

  4. Afzal MS, Shim H, Roh Y (2018) Design of a piezoelectric multilayered structure for ultrasound sensors using the equivalent circuit method. Sensors 18:12

    Google Scholar 

  5. Nguyen VT, Kumar P, Leong JYC (2018) Finite element modellingand simulations of piezoelectric actuators responses with uncertainty quantification. Computation 6(4):60

    Google Scholar 

  6. Prasad SAN, Gallas Q, Horowitz S et al (2006) Analytical electroacoustic model of a piezoelectric composite circular plate. AIAA J 44(10):2311–2318

    Google Scholar 

  7. Bakhtiari-Shahri M, Moeenfard H (2019) Optimal design of a stable fuzzy controller for beyond pull-in stabilization of electrostatically actuated circular microplates. J Vib Acoust 141(1):011019.1-011019.9

    Google Scholar 

  8. Wang T, He J, Wang J, et al (2018) Numerical and Experimental Study of Valve-Less Micropump Using Dynamic Multiphysics Model. In: 2018 IEEE 13th annual international conference on nano/micro engineered and molecular systems (NEMS). IEEE, pp 300–303

  9. Shahri MB, Moeenfard H (2019) Energy harvesting from unimorph piezoelectric circular plates under random acoustic and base acceleration excitations. Mech Syst Signal Process 130:502–523

    Google Scholar 

  10. Chen S, Xie X, Kan J et al (2019) A hydraulic-driven piezoelectric pump with separable channel for drug delivery. Sens Actuat A 295:210–216

    Google Scholar 

  11. Hu Y, Liang X, Wang W (2017) Deflection of circular diaphragm-type piezoactuators coupling with gas compression in micropumps. Microsyst Technol 23(12):5329–5341

    Google Scholar 

  12. Yuan TC, Yang J, Chen LQ (2019) Nonlinear vibration analysis of a circular composite plate harvester via harmonic balance. Acta Mech Sin 35(4):912–925

    MathSciNet  MATH  Google Scholar 

  13. Sahoo SR, Ray MC (2019) Active damping of geometrically nonlinear vibrations of smart composite plates using elliptical SCLD treatment with fractional derivative viscoelastic layer. Eur J Mech A/Solids 78:103823

    MathSciNet  MATH  Google Scholar 

  14. Sun W, Jo S, Seok J (2019) Development of the optimal bluff body for wind energy harvesting using the synergetic effect of coupled vortex induced vibration and galloping phenomena. Int J Mech Sci 156:435–445

    Google Scholar 

  15. Chong SV, Williams GVM (2019) Magnetoelectric effect in magnetostrictive-piezoelectric composites containing magnetite nanoparticles. Sens Actuat A 288:101–106

    Google Scholar 

  16. Lam DCC, Yang F, Chong ACM et al (2003) Experiments and theory in strain gradient elasticity. J Mech Phys Solids 51(8):1477–1508

    MATH  Google Scholar 

  17. Li Z, He Y, Zhang B et al (2019) Experimental investigation and theoretical modelling on nonlinear dynamics of cantilevered microbeams. Eur J Mech A/Solids 78:103834

    MathSciNet  MATH  Google Scholar 

  18. Akgöz B, Civalek Ö (2013) Buckling analysis of functionally graded microbeams based on the strain gradient theory. Acta Mech 224(9):2185–2201

    MathSciNet  MATH  Google Scholar 

  19. Toupin R (1962) Elastic materials with couple-stresses. Arch Ration Mech Anal 11(1):385–414

    MathSciNet  MATH  Google Scholar 

  20. Mindlin RD, Tiersten HF (1962) Effects of couple-stresses in linear elasticity. Arch Ration Mech Anal 11(1):415–448

    MathSciNet  MATH  Google Scholar 

  21. Yang F, Chong ACM, Lam DCC et al (2002) Couple stress based strain gradient theory for elasticity. Int J Solids Struct 39(10):2731–2743

    MATH  Google Scholar 

  22. Hadjesfandiari AR, Dargush GF (2011) Couple stress theory for solids. Int J Solids Struct 48(18):2496–2510

    Google Scholar 

  23. Neff P, Jeong J (2009) A new paradigm: the linear isotropic Cosserat model with conformally invariant curvature energy. ZAMM J Appl Math Mech 89(2):107

    MathSciNet  MATH  Google Scholar 

  24. Mindlin RD (1964) Micro-structure in linear elasticity. Arch Ration Mech Anal 16(1):51–78

    MathSciNet  MATH  Google Scholar 

  25. Münch I, Neff P, Madeo A et al (2017) The modified indeterminate couple stress model: why Yang et al.’s arguments motivating a symmetric couple stress tensor contain a gap and why the couple stress tensor may be chosen symmetric nevertheless. ZAMM-J Appl Math Mech 97(12):1524–1554

    MathSciNet  Google Scholar 

  26. Neff P, Münch I, Ghiba ID et al (2016) On some fundamental misunderstandings in the indeterminate couple stress model. A comment on recent papers of AR Hadjesfandiari and GF Dargush. Int J Solids Struct 81:233–243

    Google Scholar 

  27. Mindlin RD, Eshel NN (1968) On first strain-gradient theories in linear elasticity. Int J Solids Struct 4(1):109–124

    MATH  Google Scholar 

  28. Aifantis EC (1992) On the role of gradients in the localization of deformation and fracture. Int J Eng Sci 30(10):1279–1299

    MATH  Google Scholar 

  29. Zhou S, Li A, Wang B (2016) A reformulation of constitutive relations in the strain gradient elasticity theory for isotropic materials. Int J Solids Struct 80:28–37

    Google Scholar 

  30. Polizzotto C (2013) A second strain gradient elasticity theory with second velocity gradient inertia-part I: constitutive equations and quasi-static behavior. Int J Solids Struct 50(24):3749–3765

    Google Scholar 

  31. Zhao B, Liu T, Chen J et al (2019) A new Bernoulli-Euler beam model based on modified gradient elasticity. Arch Appl Mech 89(2):277–289

    Google Scholar 

  32. Fu G, Zhang Z, Fu J et al (2022) On the strain gradient effects on buckling of the partially covered laminated microbeam. Appl Math Model 102:472–491

    MathSciNet  Google Scholar 

  33. Yue YM, Xu KY, Tan ZQ et al (2019) The influence of surface stress and surface-induced internal residual stresses on the size-dependent behaviors of Kirchhoff microplate. Arch Appl Mech 89(7):1301–1315

    Google Scholar 

  34. Barretta R, Faghidian SA, De Sciarra FM (2019) Stress-driven nonlocal integral elasticity for axisymmetric nano-plates. Int J Eng Sci 136:38–52

    MathSciNet  MATH  Google Scholar 

  35. Mohammadi M, Mohseni E, Moeinfar M (2019) Bending, buckling and free vibration analysis of incompressible functionally graded plates using higher order shear and normal deformable plate theory. Appl Math Model 69:47–62

    MathSciNet  MATH  Google Scholar 

  36. Thai CH, Ferreira AJM, Rabczuk T et al (2018) Size-dependent analysis of FG-CNTRC microplates based on modified strain gradient elasticity theory. Eur J Mech A/Solids 72:521–538

    MathSciNet  MATH  Google Scholar 

  37. Akgöz B, Civalek Ö (2015) A novel microstructure-dependent shear deformable beam model. Int J Mech Sci 99:10–20

    MATH  Google Scholar 

  38. Akgöz B, Civalek Ö (2014) Longitudinal vibration analysis for microbars based on strain gradient elasticity theory. J Vib Control 20(4):606–616

    MathSciNet  Google Scholar 

  39. Ebrahimi F, Barati MR, Civalek Ö (2020) Application of Chebyshev-Ritz method for static stability and vibration analysis of nonlocal microstructure-dependent nanostructures. Eng Comput 36(3):953–964

    Google Scholar 

  40. Farzam A, Hassani B (2019) Size-dependent analysis of FG microplates with temperature-dependent material properties using modified strain gradient theory and isogeometric approach. Compos B Eng 161:150–168

    Google Scholar 

  41. Shahrbabaki EA (2018) On three-dimensional nonlocal elasticity: free vibration of rectangular nanoplate. Eur J Mech A/Solids 71:122–133

    MathSciNet  MATH  Google Scholar 

  42. Alizadeh M, Fattahi AM (2019) Non-classical plate model for FGMs. Eng Comput 35(1):215–228

    Google Scholar 

  43. Li M, Soares CG, Yan R (2021) Free vibration analysis of FGM plates on Winkler/Pasternak/Kerr foundation by using a simple quasi-3D HSDT. Compos Struct 264:113643

    Google Scholar 

  44. Nguyen HX, Atroshchenko E, Ngo T et al (2019) Vibration of cracked functionally graded microplates by the strain gradient theory and extended isogeometric analysis. Eng Struct 187:251–266

    Google Scholar 

  45. Quintana MV, Raffo JL (2019) A variational approach to vibrations of laminated composite plates with a line hinge. Eur J Mech A/Solids 73:11–21

    MathSciNet  MATH  Google Scholar 

  46. Thanh CL, Tran LV, Vu-Huu T et al (2019) Size-dependent nonlinear analysis and damping responses of FG-CNTRC micro-plates. Comput Methods Appl Mech Eng 353:253–276

    MathSciNet  MATH  Google Scholar 

  47. Li A, Ji X, Zhou S et al (2021) Nonlinear axisymmetric bending analysis of strain gradient thin circular plate. Appl Math Model 89:363–380

    MathSciNet  MATH  Google Scholar 

  48. Zhou YF, Wang ZM (2019) Dynamic instability of axially moving viscoelastic plate. Eur J Mech A/Solids 73:1–10

    MathSciNet  MATH  Google Scholar 

  49. Akgöz B, Civalek Ö (2015) A microstructure-dependent sinusoidal plate model based on the strain gradient elasticity theory. Acta Mech 226(7):2277–2294

    MathSciNet  MATH  Google Scholar 

  50. Ullah S, Zhong Y, Zhang J (2019) Analytical buckling solutions of rectangular thin plates by straightforward generalized integral transform method. Int J Mech Sci 152:535–544

    Google Scholar 

  51. Ansari R, FaghihShojaei M, Mohammadi V et al (2014) Size-dependent vibrations of post-buckled functionally graded Mindlin rectangular microplates. Latin Am J Solids Struct 11(13):2351–2378

    Google Scholar 

  52. Zenkour AM, Aljadani MH (2019) Porosity effect on thermal buckling behavior of actuated functionally graded piezoelectric nanoplates. Eur J Mech A/Solids 78:103835

    MathSciNet  MATH  Google Scholar 

  53. Tenenbaum J, Deutsch A, Eisenberger M (2019) Analytical buckling loads for corner supported rectangular orthotropic and symmetrically laminated plates. ZAMM-J Appl Math Mech 99(11):e201900142

    MathSciNet  Google Scholar 

  54. Arefi M, Kiani M, Rabczuk T (2019) Application of nonlocal strain gradient theory to size dependent bending analysis of a sandwich porous nanoplate integrated with piezomagnetic face-sheets. Compos B Eng 168:320–333

    Google Scholar 

  55. Chen W, Wang Y (2016) A model of composite laminated Reddy plate of the global-local theory based on new modified couple-stress theory. Mech Adv Mater Struct 23(6):636–651

    Google Scholar 

  56. Ghorbanpour Arani A, Zamani MH (2019) Investigation of electric field effect on size-dependent bending analysis of functionally graded porous shear and normal deformable sandwich nanoplate on silica Aerogel foundation. J Sandwich Struct Mater 21(8):2700–2734

    Google Scholar 

  57. Gao F, Sun W (2019) Nonlinear finite element modeling and vibration analysis of the blisk deposited strain-dependent hard coating. Mech Syst Signal Process 121:124–143

    Google Scholar 

  58. Mohammadimehr M, Emdadi M, Afshari H et al (2018) Bending, buckling and vibration analyses of MSGT microcomposite circular-annular sandwich plate under hydro-thermo-magneto-mechanical loadings using DQM. Int J Smart Nano Mater 9(4):233–260

    Google Scholar 

  59. Basak S, Raman A, Garimella SV (2005) Dynamic response optimization of piezoelectrically excited thin resonant beams. J Vib Acoust 127(1):18–27

    Google Scholar 

  60. Morris CJ, Forster FK (2000) Optimization of a circular piezoelectric bimorph for a micropump driver. J Micromech Microeng 10(3):459

    Google Scholar 

  61. Zhang J, Zhao Q, Ullah S et al (2021) A new analytical solution of vibration response of orthotropic composite plates with two adjacent edges rotationally-restrained and the others free. Compos Struct 2021:113882

    Google Scholar 

  62. Nguyen NV, Lee J, Nguyen-Xuan H (2019) Active vibration control of GPLs-reinforced FG metal foam plates with piezoelectric sensor and actuator layers. Compos B Eng 172:769–784

    Google Scholar 

  63. Roque CMC, Grasa J (2021) Geometrically nonlinear analysis of laminated composite plates using RBF-PS meshless method. Compos Struct 2021:113830

    Google Scholar 

  64. Zuo W, Li P, Du J et al (2019) Thermoelastic damping in trilayered microplate resonators. Int J Mech Sci 151:595–608

    Google Scholar 

  65. Nematollahi MS, Mohammadi H (2019) Geometrically nonlinear vibration analysis of sandwich nanoplates based on higher-order nonlocal strain gradient theory. Int J Mech Sci 156:31–45

    Google Scholar 

  66. Shiva K, Raghu P, Rajagopal A et al (2019) Nonlocal buckling analysis of laminated composite plates considering surface stress effects. Compos Struct 226:111216

    Google Scholar 

  67. Mondal S, Ramachandra LS (2019) Stability and failure analyses of delaminated composite plates subjected to localized heating. Compos Struct 209:258–267

    Google Scholar 

  68. Magnucki K, Witkowski D, Magnucka-Blandzi E (2019) Buckling and free vibrations of rectangular plates with symmetrically varying mechanical properties-Analytical and FEM studies. Compos Struct 220:355–361

    Google Scholar 

  69. Arefi M, Bidgoli EMR, Rabczuk T (2019) Effect of various characteristics of graphene nanoplatelets on thermal buckling behavior of FGRC micro plate based on MCST. Eur J Mech A/Solids 77:103802

    MathSciNet  MATH  Google Scholar 

  70. Fu G, Zhou S, Qi L (2019) The size-dependent static bending of a partially covered laminated microbeam. Int J Mech Sci 152:411–419

    Google Scholar 

  71. Ji X, Li A, Zhou S (2017) A comparison of strain gradient theories with applications to the functionally graded circular micro-plate. Appl Math Model 49:124–143

    MathSciNet  MATH  Google Scholar 

  72. Yang Y, Li XF (2019) Bending and free vibration of a circular magnetoelectroelastic plate with surface effects. Int J Mech Sci 157:858–871

    Google Scholar 

  73. Ansari R, Gholami R, Shojaei MF et al (2015) Bending, buckling and free vibration analysis of size-dependent functionally graded circular/annular microplates based on the modified strain gradient elasticity theory. Eur J Mech A/Solids 49:251–267

    MathSciNet  MATH  Google Scholar 

  74. Wang S, Kan J, Wang B et al (2013) Modeling and simulation of a piezodisc generator under central load. Int J Appl Electromagnet Mech 41(4):349–360

    Google Scholar 

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Acknowledgements

This work was supported by the Natural Science Foundation of Shandong Province of China (ZR2021QA078), Taishan Scholars Program of Shandong Province (tsqn20190401, tsqn201909108), the Natural Science Foundation of Shandong Province of China (ZR2020ME164, ZR2021MF042), the Key Research and Development Project of Zibo City (2020SNPT0088), the Open Fund of State Key Laboratory of Applied Optics (SKLAO2020001A16) and the Shandong Provincial Key Laboratory of Precision Manufacturing and Non-traditional Machining.

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Correspondence to Hongyu Zheng, Qianjian Guo or Xuye Zhuang.

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Appendix A

Appendix A

The matrix \(\left[ M(P) \right]\) in Eq. (74) is derived as

$$\begin{aligned} \left[ M(P) \right] = \left[ \begin{array}{ccccccccccc} 1 &{}R^2 &{}m_{1} &{}m_{2} &{} m_{3} &{} m_{4} &{} 0 &{} 0 &{} 0 &{} 0 &{} 0 \\ 0 &{} m_{5} &{} m_{6} &{} m_{7} &{} m_{8} &{} m_{9} &{} 0 &{} 0 &{} 0 &{} 0 &{} 0 \\ 0 &{} 0 &{} m_{10} &{} m_{11} &{} m_{12} &{} m_{13} &{} 0 &{} 0 &{} 0 &{} 0 &{} 0\\ m_{14} &{} m_{15} &{} m_{16} &{} m_{17} &{}m_{18} &{} m_{19} &{} -1 &{} m_{20} &{} m_{21} &{} m_{22} &{} 0 \\ 0 &{} m_{23} &{} m_{24} &{} m_{25} &{} m_{26} &{} m_{27} &{} 0 &{} m_{28} &{} m_{29} &{} m_{30} &{} 0\\ 0 &{} m_{31} &{} m_{32} &{} m_{33} &{} m_{34} &{} m_{35} &{} 0 &{} -2 &{} m_{36} &{} m_{37} &{} 0\\ 0 &{} 0 &{} 0 &{} m_{38} &{} m_{39} &{} m_{40} &{} 0 &{} 0 &{} m_{41} &{} m_{42} &{} 0 \\ 0 &{} m_{43} &{} m_{44} &{} m_{45} &{} m_{46} &{} m_{47} &{} 0 &{} m_{48} &{} m_{49} &{} m_{50} &{} m_{51} \\ 0 &{} 0 &{} m_{52} &{} m_{53} &{} m_{54} &{} m_{55} &{} 0 &{} 0 &{} m_{56} &{} m_{57} &{} 0 \\ 0 &{} 0 &{} 0 &{} 0 &{} 0 &{} 0 &{} 0 &{} m_{58} &{} m_{59} &{} m_{60} &{} m_{61} \\ 0 &{} 0 &{} 0 &{} 0 &{} 0 &{} 0 &{} 0 &{} 0 &{} m_{62} &{} m_{63}&{} 0 \\ \end{array} \right] \end{aligned}$$

with

$$\begin{aligned} \begin{aligned} m_{1}&=lnR \quad m_{2}=R^2lnR \\ m_{3}&=I_{0}(dR) \quad m_{4}=k_{0}(dR)\\ m_{5}&=-2 c_{3(1)} I_{1} + 2g_{7(1)} h_{2}+4 A_{2(1)} h_{2}\\ m_{6}&=(-2A_{1(1)} +2A_{7(1)} )/R^4\\&\quad +(-c_{3(1)}I_{1}+g_{7(1)}h_{1}-2g_{2(1)}h_{1})/R^2\\ m_{7}&=(6A_{1(1)}-2A_{7(1)})/R^2-c_{3(1)}I_{1}(2lnR+1)\\&\quad +g_{7(1)}h_{1}(2lnR+1)+4A_{2(1)}(lnR+1)\\&\quad +2g_{2(1)}h_{1}(2lnR+3)\\ m_{8}&=-\frac{1}{4}d^4 A_{1(1)}+\frac{3}{2}I_{0}(dR) +2I_{2}(dR) \\&\quad +\frac{1}{2}I_{4}(dR) -\frac{A_{1(1)}d^3}{4R}(I_{3}(dR) +3I_{1}(dR))\\&\quad +\left( \frac{1.5A_{1(1)}d^2}{R^2} -\frac{ 0.5 A_{7(1)} d^2}{R^2}+0.5 A_{2(1)} d^2+g_{2(1)}h_{1} d^2\right) \\&\quad (I_{0}(dR)+I_{2}(dR)) \\&\quad +\left( -\frac{3A_{1(1)}d}{R^3}+\frac{A_{7(1)}d}{R^3}-\frac{c_{3(1)}I_{1}d}{R}\right. \\&\quad \left. +\frac{ g_{7(1)}h_{1}d}{R}+\frac{dA_{2(1)}}{R} \right) I_{1}(dR)\\ m_{9}&=-\frac{d^4A_{1(1)}}{4} \left( \frac{3}{2}k_{0}(dR) +2k_{2}(dR) + \frac{1}{2}k_{4}(dR) \right) \\&\quad + \frac{A_{1(1)}d^3}{4R} (3k_{1}(dR) +k_{3}(dR) )\\&\quad +\left( \frac{1.5A_{1(1)} d^2}{R^2}-\frac{0.5 A_{7(1)} d^2}{R^2} +0.5A_{2(1)} d^2 \right. \\&\quad \left. +g_{2(1)} h_{1} d^2\right) (k_{0}(dR)+k_{2}(dR))\\&\quad \left( \frac{3 A_{1(1)}d}{R^3}-\frac{A_{7(1)} d}{R^3} + \frac{c_{3(1)} I_{(1)} d}{R} \right. \\&\quad \left. -\frac{g_{7(1)} h_{(1)} d}{R} -\frac{d A_{2(1)} }{R} \right) k_{1}(dR) \end{aligned} \end{aligned}$$
(100)
$$\begin{aligned} \begin{aligned} m_{10}&=\frac{2A_{1(1)}-2A_{7(1)}}{R^3} \\ m_{11}&=\frac{2A_{1(1)}+2A_{7(1)}}{R}\\ m_{12}&=\frac{A_{1(1)} d^3}{4} (3I_{1}(dR)+I_{3}(dR))\\&\quad + \frac{A_{7(1)} d^2}{2R} (I_{0}(dR)+I_{2}(dR))\\&\quad +\frac{-A_{7(1)} d}{R^2} I_{1}(dR)\\ m_{13}&=\frac{A_{1(1)} d^3}{4} (-3k_{1}(dR)-k_{3}(dR))\\&\quad + \frac{A_{7(1)} d^2}{2R} (k_{0}(dR)+k_{2}(dR)) +\frac{A_{7(1)} d}{R^2} k_{1}(dR)\\ m_{14}&=1 \quad m_{15}=R_{1}^2 \quad m_{16}=lnR_{1} \\ m_{17}&=R_{1}^2 lnR_{1} \quad m_{18}=I_{0}(dR_{1}) \quad m_{19}=k_{0}(dR_{1})\\ m_{20}&=-R_{1}^2 \quad m_{21}=-J_{0}(\sqrt{s_{1}}R_{1})\\ m_{22}&=-J_{0}(\sqrt{s_{2}}R_{1}) \quad m_{23}=2R_{1} \quad m_{24}=\frac{1}{R_{1} }\\ m_{25}&=2R_{1}lnR_{1}+R_{1} \quad m_{26}=dI_{1}(dR_{1}) \\ m_{27}&=-dk_{1}(dR_{1}) \quad m_{28}=-2R_{1}\\ m_{29}&=\sqrt{s_{1}} J_{1}(\sqrt{s_{1}}R_{1}) \\ m_{30}&=\sqrt{s_{2}} J_{1}(\sqrt{s_{2}}R_{1}) \quad m_{31}=2 \quad m_{32}=-\frac{1}{R_{1}^2}\\ m_{33}&=2lnR_{1}+3 \quad m_{34}=\frac{d^2}{2}(I_{0}(dR_{1})+I_{2}(dR_{1}) )\\ m_{35}&=\frac{d^2}{2}(k_{0}(dR_{1})+k_{2}(dR_{1}) )\\ m_{36}&=\frac{s_{1}}{2} J_{0}(\sqrt{s_{1}}R_{1})-J_{2}(\sqrt{s_{1}}R_{1})\\ m_{37}&=\frac{s_{2}}{2} J_{0}(\sqrt{s_{2}}R_{1})-J_{2}(\sqrt{s_{2}}R_{1})\\ m_{38}&= \frac{4A_{2(1)}}{R_{1}} \\ m_{39}&=\frac{d^5A_{1(1)}}{4} (\frac{5}{2} I_{1}(dR_{1})+\frac{5}{4} I_{3}(dR_{1})+\frac{1}{4} I_{5}(dR_{1}))\\&\quad +\left( \frac{-3A_{1(1)}}{R_{1}^{4}} + \frac{d A_{2(1)}}{R_{1}^2} \right) I_{1}(dR_{1})\\&\quad +\left( \frac{3A_{1(1)}d^2}{2R_{1}^{3}}-\frac{ A_{2(1)}d^2}{2R_{1}}\right) (I_{0}(dR_{1})+I_{2}(dR_{1}) )\\&\quad +\left( \frac{-3A_{1(1)}d^3}{4R_{1}^{2}} + \frac{-A_{2(1)}d^3}{4} \right) ( 3 I_{1}(dR_{1}) +I_{3}(dR_{1}) )\\&\quad \frac{A_{1(1)}d^4}{2R_{1}} \left( \frac{3}{2}I_{0}(dR_{1}) + 2I_{2}(dR_{1})+\frac{1}{2}I_{4}(dR_{1}) \right) \\ m_{40}&=\frac{A_{1(1)}d^5}{4} (-\frac{5}{2}k_{1}(dR_{1})-\frac{5}{4}k_{3}(dR_{1})\\&\quad -\frac{1}{4}k_{5}(dR_{1}) +\left( \frac{3A_{1(1)}d}{R_{1}^4}-\frac{A_{2(1)}d}{R_{1}^2} \right) \\&\quad k_{1}(dR_{1}) +\left( \frac{3A_{1(1)}d^2}{2R_{1}^3}-\frac{A_{2(1)}d^2}{2R_{1}}\right) \\&\quad ( k_{0}(dR_{1}) +k_{2}(dR_{1}) ) +\left( \frac{3A_{1(1)}d^3}{4R_{1}^2}+\frac{A_{2(1)}d^3}{4}\right) \\&\quad ( 3k_{1}(dR_{1}) +k_{3}(dR_{1}) ) +\frac{A_{1(1)}d^4}{2R_{1}}\\&\quad \left( \frac{3}{2}k_{0}(dR_{1}) +2k_{2}(dR_{1})+\frac{1}{2}k_{4}(dR_{1})\right) \end{aligned} \end{aligned}$$
(101)
$$\begin{aligned} \begin{aligned} m_{41}&=-0.5(A_{3}s_{1}^{2.5}m-A_{1}s_{1}^{2.5}) \left( \frac{5}{4}J_{1}(\sqrt{s_{1}}R_{1})\right. \\&\quad \left. -\frac{5}{8}J_{3}(\sqrt{s_{1}}R_{1})+\frac{1}{8}J_{5}(\sqrt{s_{1}}R_{1})\right) \\&\quad -\left( \frac{3A_{1} \sqrt{s_{1}}}{R_{1}^4} -\frac{3A_{3}\sqrt{s_{1}}m}{R_{1}^4} -\frac{A_{2}\sqrt{s_{1}}}{R_{1}^2} +\frac{A_{4}\sqrt{s_{1}}m}{R_{1}^2} \right) \\&\quad J_{1}(\sqrt{s_{1}}R_{1}) -\left( \frac{-3A_{1}s_{1}}{2R_{1}^3} +\frac{3A_{3}s_{1}m}{2R_{1}^3} + \frac{A_{2}s_{1}}{2R_{1}} -\frac{A_{4}s_{1}m}{2R_{1}} \right) \\&\quad (J_{0}(\sqrt{s_{1}}R_{1})-J_{2}(\sqrt{s_{1}}R_{1})) \\&\quad -\left( \frac{3A_{1}s_{1}^{0.5}}{2R_{1}^2} -\frac{3A_{3}s_{1}^{1.5}m}{2R_{1}^2} + \frac{A_{2}s_{1}^{1.5}}{2} -\frac{A_{4}s_{1}^{1.5}m}{2} \right) \\&\quad (-1.5J_{1}(\sqrt{s_{1}}R_{1})+0.5J_{3}(\sqrt{s_{1}}R_{1}))\\&\quad -\left( -\frac{A_{1}s_{1}^{2}m}{R1}+\frac{A_{3}s_{1}^{2}m}{R1} \right) \\&\quad \left( -\frac{3}{4} J_{0}(\sqrt{s_{1}}R_{1})+J_{2}(\sqrt{s_{1}}R_{1}) - \frac{1}{4} J_{4}(\sqrt{s_{1}}R_{1})\right) \end{aligned} \end{aligned}$$
(102)
$$\begin{aligned} \begin{aligned} m_{42}&= -(-0.5(A_{1}s_{2}^{2.5}m+A_{3}s_{2}^{2.5}n)\\&\quad \left( \frac{5}{4}J_{1}(\sqrt{s_{2}}R_{1}) -\frac{5}{8}J_{3}(\sqrt{s_{2}}R_{1}) +\frac{1}{8}J_{5}(\sqrt{s_{2}}R_{1})\right) \\&\quad - \left( \frac{3A_{1} \sqrt{s_{2}}}{R_{1}^4} -\frac{3A_{3} \sqrt{s_{2}}n}{R_{1}^4} -\frac{A_{2} \sqrt{s_{2}}n}{R_{1}^2} +\frac{A_{4} \sqrt{s_{2}}n}{R_{1}^2} \right) \\&\quad J_{1}(\sqrt{s_{2}}R_{1}) - \left( \frac{-3A_{1}s_{2}}{2R_{1}^3} +\frac{3A_{3}s_{2}n}{2R_{1}^3} + \frac{A_{2}s_{2}}{2R_{1}} -\frac{A_{4}s_{2}n}{2R_{1}} \right) \\&\quad (J_{0}(\sqrt{s_{2}}R_{1})-J_{2}(\sqrt{s_{2}}R_{1})) \\&\quad - \left( \frac{3A_{1}s_{2}^{1.5}}{2R_{1}^2} -\frac{3A_{3}s_{2}^{1.5}n}{2R_{1}^2} + \frac{A_{2}s_{2}^{1.5}}{2} -\frac{A_{4}s_{2}^{1.5}n}{2} \right) \\&\quad (1.5J_{1}(\sqrt{s_{2}}R_{1})+0.5J_{3}(\sqrt{s_{2}}R_{1}))\\&\quad - \left( -\frac{A_{1}s_{2}^{2}}{R_{1}}+\frac{A_{3}s_{2}^{2}n}{R_{1}} \right) \\&\quad \left( -\frac{3}{4} J_{0}(\sqrt{s_{2}}R_{1})+J_{2}(\sqrt{s_{2}}R_{1}) - \frac{1}{4} J_{4}(\sqrt{s_{2}}R_{1})\right) \end{aligned} \end{aligned}$$
(103)
$$\begin{aligned} \begin{aligned} m_{43}&=-2c_{3(1)}I_{(1)}+2g_{7(1)}h_{(1)}+4A_{2(1)}+4g_{2(1)}h_{(1)}\\ m_{44}&=\frac{-2A_{1(1)}+2A_{7(1)}}{R_{1}^4}\\&\quad +\frac{-c_{3(1)}I_{(1)}+g_{7(1)}h_{(1)}-2g_{2(1)}h_{(1)}}{R_{1}^2}\\ m_{45}&=\frac{6A_{1(1)}-2A_{7(1)}}{R_{1}^2} -c_{3(1)}I_{(1)}(2ln(R_{1})+1)\\&\quad +g_{7(1)}h_{(1)}(2ln(R_{1})+1)\\&\quad +4A_{2(1)}(2ln(R_{1})+1) +2g_{2(1)}h_{(1)}(2ln(R_{1})+3) \end{aligned} \end{aligned}$$
(104)
$$\begin{aligned} \begin{aligned} m_{46}&=\frac{-d^4A_{1(1)}}{4} \left( \frac{3}{2} I_{0}(dR_{1}) +2 I_{2}(dR_{1}\right) \\&\quad +\frac{1}{2} I_{4}(dR_{1}) ) +\frac{d^3A_{1(1)}}{4R_{1}} ( 3I_{1}(dR_{1}) +I_{3}(dR_{1}) ) \\&\quad +\left( \frac{1.5A_{1(1)}d^2}{R_{1}^2} -\frac{0.5A_{7(1)}d^2}{R_{1}^2} +0.5A_{2(1)}d^2 +g_{2(1)}h_{1}d^2 \right) \\&\quad ( I_{0}(dR_{1})+I_{2}(dR_{1} ) \\&\quad +\left( -\frac{3A_{1(1)}d}{R_{1}^3} +\frac{A_{7(1)}d}{R_{1}^3} -\frac{c_{3(1)}I_{(1)}d}{R_{1}}\right. \\&\quad \left. +\frac{g_{7(1)}h_{(1)}d}{R_{1}} +\frac{A_{2(1)}d}{R_{1}} \right) I_{1}(dR_{1}) \end{aligned} \end{aligned}$$
(105)
$$\begin{aligned} \begin{aligned} m_{47}&=\frac{-d^4A_{1(1)}}{4} \left( \frac{3}{2} k_{0}(dR_{1}) +2 k_{2}(dR_{1}) +\frac{1}{2} k_{4}(dR_{1}) \right) \\&\quad +\frac{d^3A_{1(1)}}{4R_{1}} ( 3k_{1}(dR_{1}) +k_{3}(dR_{1}) ) \\&\quad +\left( \frac{1.5A_{1(1)}d^2}{R_{1}^2} -\frac{0.5A_{7(1)}d^2}{R_{1}^2} +0.5A_{2(1)}d^2 +g_{2(1)}h_{1}d^2 \right) \\&\quad ( k_{0}(dR_{1})+k_{2}(dR_{1} ) \\&\quad +\left( -\frac{3A_{1(1)}d}{R_{1}^3} -\frac{A_{7(1)}d}{R_{1}^3} +\frac{c_{3(1)}I_{1}d}{R_{1}} -\frac{g_{7(1)}h_{(1)}d}{R_{1}} -\frac{A_{2(1)}d}{R_{1}} \right) k_{1}(dR_{1}) \end{aligned} \end{aligned}$$
(106)
$$\begin{aligned} \begin{aligned} m_{48}&= 2(c_{3(1)}I_{(1)}+c_{3(2)}I_{(2)}) -2(g_{7(1)}h_{(1)}+g_{7(2)}h_{(2)}) \\&\quad -4(g_{2(1)}h_{(1)} +g_{2(2)}h_{(2)}) -4A_{2}\\ m_{49}&= -\frac{A1 s_{1}^2 m}{2} \left( -\frac{3}{4}J_{0}(\sqrt{s_{1}}R_{1}) +J_{2}(\sqrt{s_{1}}R_{1}) -\frac{1}{4}J_{4}(\sqrt{s_{1}}R_{1})\right) \\&\quad - \frac{A_{(1)} s_{1}^{1.5} -A_{(1)} s_{1}^{1.5} m }{2R_{1}} \left( -\frac{3}{2} J_{1}(\sqrt{s_{1}} R_{1}) +\frac{1}{2} J_{3}(\sqrt{s_{1}} R_{1}) \right) \\&\quad - \left( \frac{-3A_{(1)} s_{1} +3A_{(3)} s_{1} m }{2R_{1}^{2}} +\frac{A_{(7)} s_{1} -A_{(8)} s_{1} m }{2R_{1}^{2}}\right. \\&\quad \left. -(g_{2(1)}h_{(1)}+g_{2(2)}h_{(2)})s_{1} -\frac{A_{(2)}s_{1}}{2} +\frac{A_{(4)}s_{1}m}{2} \right) \\&\quad (J_{0}(\sqrt{s_{1}}R_{1})-J_{2}(\sqrt{s_{1}}R_{1} ) \\&\quad - \left( \frac{3A_{1} \sqrt{s_{1}} -3A_{3} \sqrt{s_{1}}m}{R_{1}^3} +\frac{-A_{7} \sqrt{s_{1}} +A_{8} \sqrt{s_{1}}m}{R_{1}^3}\right. \\&\quad +\frac{(c_{3(1)}I_{(1)}+c_{3(2)}I_{(2)}) \sqrt{s_{1}} }{R_{1}} -\frac{(g_{7(1)}h_{(1)}+g_{7(2)}h_{(2)}) \sqrt{s_{1}} }{R_{1}}\\&\quad \left. -\frac{(c_{3(1)}S_{(1)}+c_{3(2)}S_{(2)}) \sqrt{s_{1}} m}{R_{1}} -\frac{A_{2} \sqrt{s_{1}} }{R_{1}} +\frac{A_{4} \sqrt{s_{1}} m}{R_{1}}\right) J_{1}(\sqrt{s_{1}} R_{1}) \end{aligned} \end{aligned}$$
(107)
$$\begin{aligned} \begin{aligned} m_{50}&= -\frac{A1 s_{2}^2- A3 s_{2}^2 n}{2} \left( -\frac{3}{4}J_{0}(\sqrt{s_{2}}R_{1}) +J_{2}(\sqrt{s_{2}}R_{1})\right. \\&\quad -\frac{1}{4}J_{4}(\sqrt{s_{2}}R_{1})) - \frac{A_{(1)} s_{2}^{1.5} -A_{(3)} s_{2}^{1.5} n }{2R_{1}}\\&\quad \left( -\frac{3}{2} J_{1}(\sqrt{s_{2}} R_{1}) +\frac{1}{2} J_{3}(\sqrt{s_{2}} R_{1}) \right) \\&\quad - \left( \frac{-3A_{(1)} s_{2} +3A_{(3)} s_{2} m }{2R_{1}^{2}} +\frac{A_{(7)} s_{2} -A_{(8)} s_{2} n }{2R_{1}^{2}}\right. \\&\quad \left. -(g_{2(1)}h_{(1)}+g_{2(2)}h_{(2)})s_{2} -\frac{A_{(2)}s_{2}}{2} +\frac{A_{(4)}s_{2}n}{2} \right) \\&\quad (J_{0}(\sqrt{s_{2}}R_{1})-J_{2}(\sqrt{s_{2}}R_{1} ) \\&\quad - \left( \frac{3A_{1} \sqrt{s_{2}} -3A_{3} \sqrt{s_{2}}n}{R_{1}^3} +\frac{-A_{7} \sqrt{s_{2}} +A_{8} \sqrt{s_{2}}n}{R_{1}^3}\right. \\&\quad +\frac{(c_{3(1)}I_{(1)}+c_{3(2)}I_{(2)}) \sqrt{s_{2}} }{R_{1}} -\frac{(g_{7(1)}h_{(1)}+g_{7(2)}h_{(2)}) \sqrt{s_{2}} }{R_{1}}\\&\quad -\frac{(c_{3(1)}S_{(1)}+c_{3(2)}S_{(2)}) \sqrt{s_{2}} m}{R_{1}}\\&\quad \left. -\frac{A_{2} \sqrt{s_{2}} }{R_{1}} +\frac{A_{4} \sqrt{s_{2}} n}{R_{1}}\right) J_{1}(\sqrt{s_{2}} R_{1}) \end{aligned} \end{aligned}$$
(108)
$$\begin{aligned} \begin{aligned} m_{51}&= - 2 \left( c_{3(1)}S_{(1)}+c_{3(2)}S_{(2)}\right) -4A_{4}\\ m_{52}&= \frac{2A_{1(1)}-2A_{7(1)}}{R_{1}^3}\\ m_{53}&= \frac{2A_{1(1)}+2A_{7(1)}}{R_{1}}\\ m_{54}&= \frac{A_{1(1)}d^3}{4} (3I_{1}(dR_{1})+I_{3}(dR_{1}))\\&\quad +\frac{A_{7(1)}d^2}{2R_{1}} (I_{0}(dR_{1})+I_{2}(dR_{1}))\\&\quad -\frac{A_{7(1)}d}{R_{1}^{2}} I_{1}(dR_{1})\\ m_{55}&= \frac{A_{1(1)}d^3}{4} (-3k_{1}(dR_{1})-k_{3}(dR_{1}))\\&\quad +\frac{A_{7(1)}d^2}{2R_{1}} (k_{0}(dR_{1})+k_{2}(dR_{1}))\\&\quad +\frac{A_{7(1)}d}{R_{1}^{2}} k_{1}(dR_{1})\\ m_{56}&=-(\frac{-A_{(1)} s_{1}^{1.5} +A_{(3)} s_{1}^{1.5} m }{2}\\&\quad \left( -\frac{3}{2} J_{1}(\sqrt{s_{1}}R_{1})+\frac{1}{2} J_{3}(\sqrt{s_{1}}R_{1}) \right) \\&\quad -(\frac{A_{(8)} s_{1}m-A_{(7)} s_{1} }{2R_{1}} (J_{0}(\sqrt{s_{1}}R_{1})- J_{2}(\sqrt{s_{1}}R_{1}))\\&\quad - \frac{A_{7} \sqrt{s_{1}}-A_{8} \sqrt{s_{1}} m}{R_{1}^2}\\&\quad J_{1}(\sqrt{s_{1}}R_{1}) \end{aligned} \end{aligned}$$
(109)
$$\begin{aligned} \begin{aligned} m_{57}&=-(\frac{-A_{(1)} s_{2}^{1.5} +A_{(3)} s_{2}^{1.5} n }{2}\\&\quad \left( -\frac{3}{2} J_{1}(\sqrt{s_{2}}R_{1})+\frac{1}{2} J_{3}(\sqrt{s_{2}}R_{1}) \right) \\&\quad -\left( \frac{A_{(8)} s_{2}n-A_{(7)} s_{2} }{2R_{1}} ( J_{0}(\sqrt{s_{2}}R_{1})- J_{2}(\sqrt{s_{2}}R_{1}) \right) \\&\quad - \frac{A_{7} \sqrt{s_{2}}-A_{8} \sqrt{s_{2}} n}{R_{1}^2}\\&\quad J_{1}(\sqrt{s_{2}}R_{1}) \end{aligned} \end{aligned}$$
(110)
$$\begin{aligned} \begin{aligned} m_{58}&= \frac{-A_{3} s_{1}^{2} +A_{5} s_{1}^{2} m }{2} \\&\quad \left( -\frac{3}{4} J_{0}(\sqrt{s_{1}}R_{1})+ J_{2}(\sqrt{s_{1}}R_{1}) -\frac{1}{4} J_{4}(\sqrt{s_{1}}R_{1}) \right) \\&\quad + \frac{-A_{3} s_{1}^{1.5} +A_{5} s_{1}^{1.5} m }{2R_{1}} \\&\quad \left( -\frac{3}{2} J_{1}(\sqrt{s_{1}}R_{1})+\frac{1}{2} J_{3}(\sqrt{s_{1}}R_{1}) \right) \\&\quad + \left( \frac{3A_{(3)} s_{1}-3A_{5} s_{1} m }{2R_{1}^{2}}\right. \\&\quad \left. +\frac{-A_{8} s_{1}+A_{9} s_{1} m }{2R_{1}^{2}} +\frac{A_{4} s_{1}}{2} -\frac{A_{6} s_{1} m}{2}\right) \\&\quad ( J_{0}(\sqrt{s_{1}}R_{1})- J_{2}(\sqrt{s_{1}}R_{1}) ) \\&\quad +\left( \frac{-3A_{3} s_{1}^{0.5}+3A_{5} s_{1}^{0.5} m }{R_{1}^{3}} + \frac{A_{8} s_{1}^{0.5}-A_{9} s_{1}^{0.5} m }{R_{1}^{3}} \right. \\&\quad -\frac{(c_{3(1)}S_{(1)}+c_{3(2)}S_{(2)}) \sqrt{s_{1}} }{R_{1}} +\frac{(c_{3(1)}h_{(1)}+c_{3(2)}h_{(2)}) \sqrt{s_{1}}m }{R_{1}} \\&\quad \left. +\frac{A_{4} \sqrt{s_{1}} }{R_{1}} -\frac{A_{6} \sqrt{s_{1}}m }{R_{1}}\right) J_{1}(\sqrt{s_{1}}R_{1}) \end{aligned} \end{aligned}$$
(111)
$$\begin{aligned} \begin{aligned} m_{59}&= \frac{-A_{3} s_{2}^{2} +A_{5} s_{2}^{2} n }{2}\\&\quad \left( -\frac{3}{4} J_{0}(\sqrt{s_{2}}R_{1})+ J_{2}(\sqrt{s_{2}}R_{1}) -\frac{1}{4} J_{4}(\sqrt{s_{2}}R_{1}) \right) \\&\quad + \frac{-A_{3} s_{2}^{1.5} +A_{5} s_{2}^{1.5} n }{2R_{1}} \left( -\frac{3}{2} J_{1}(\sqrt{s_{2}}R_{1})+\frac{1}{2} J_{3}(\sqrt{s_{2}}R_{1})\right) \\&\quad + \left( \frac{3A_{(3)} s_{2}-3A_{5} s_{2} m }{2R_{1}^{2}} +\frac{-A_{8} s_{2}+A_{9} s_{2} n }{2R_{1}^{2}}\right. \\&\quad \left. +\frac{A_{4} s_{2}}{2} -\frac{A_{6} s_{2} n}{2} \right) ( J_{0}(\sqrt{s_{2}}R_{1})- J_{2}(\sqrt{s_{2}}R_{1}) ) \\&\quad + \left( \frac{-3A_{3} s_{2}^{0.5}+3A_{5} s_{2}^{0.5} m }{R_{1}^{3}} + \frac{A_{8} s_{2}^{0.5}-A_{9} s_{2}^{0.5} m }{R_{1}^{3}} \right. \\&\quad -\frac{(c_{3(1)}S_{(1)}+c_{3(2)}S_{(2)}) \sqrt{s_{2}} }{R_{1}} +\frac{(c_{3(1)}h_{(1)}+c_{3(2)}h_{(2)}) \sqrt{s_{2}}n }{R_{1}}\\&\quad \left. +\frac{A_{4} \sqrt{s_{2}} }{R_{1}} -\frac{A_{6} \sqrt{s_{2}}n }{R_{1}}\right) J_{1}(\sqrt{s_{2}}R_{1}) \end{aligned} \end{aligned}$$
(112)
$$\begin{aligned} \begin{aligned} m_{60}&=2(c_{3(1)}S_{(1)}+c_{3(2)}S_{(2)})-4A_{4}\\ m_{61}&=4A_{6}-2(c_{3(1)}h_{(1)}+c_{3(2)}h_{(2)})\\ m_{62}&=\frac{A_{(3)} s_{1}^{1.5}-A_{5} s_{1}^{1.5} m }{2}\\&\quad (-\frac{3}{2} J_{1}(\sqrt{s_{1}}R_{1})+ \frac{1}{2}J_{3}(\sqrt{s_{1}}R_{1}) +\frac{A_{8} s_{1}-A_{9} s_{1} m }{2R_{1}}\\&\quad (J_{0}(\sqrt{s_{1}}R_{1})-J_{2}(\sqrt{s_{1}}R_{1} ) \\&\quad + \left( \frac{-A_{8} \sqrt{s_{1}}+A_{9} \sqrt{s_{1}} m }{R_{1}^{2}} \right) J_{1}(\sqrt{s_{1}}R_{1}) ) \end{aligned} \end{aligned}$$
(113)
$$\begin{aligned} \begin{aligned} m_{63}&=\frac{A_{(3)} s_{2}^{1.5}-A_{5} s_{2}^{1.5} n }{2}\\&\quad \left( -\frac{3}{2} J_{1}(\sqrt{s_{2}}R_{1})+ \frac{1}{2}J_{3}(\sqrt{s_{2}}R_{1}) +\frac{A_{8} s_{2}-A_{9} s_{2} n }{2R_{1}}\right. \\&\quad (J_{0}(\sqrt{s_{2}}R_{1})-J_{2}(\sqrt{s_{2}}R_{1} )\\&\quad + \left( \frac{-A_{8} \sqrt{s_{2}}+A_{9} \sqrt{s_{2}} n }{R_{1}^{2}} \right) J_{1}(\sqrt{s_{2}}R_{1}) ) \end{aligned} \end{aligned}$$
(114)

The vector D in Eq. (74) is given as

$$\begin{aligned} \left[ D \right] = \left[ \begin{array}{ccccccccccc} 0 &{}0 &{}0 &{}m_{64} &{} m_{65} &{} m_{66} &{} m_{67} &{} m_{68} &{} m_{69} &{} m_{70} &{} m_{71} \\ \end{array} \right] \end{aligned}$$

with

$$\begin{aligned} \begin{aligned} m_{64}&=t_{0} R_{1}^4 \quad m_{65}=4t_{0} R_{1}^3 \\ m_{66}&=12t_{0} R_{1}^2\quad m_{67}=-32A_{2}t_{0}R_{1}+8A_{4}t_{1}R_{1}\\ m_{68}&=-24A_{1}t_{0}+6A_{3}t_{1}+2A_{8}t_{1}-8A_{7}t_{0}-(c_{3(1)}I_{(1)}\\&\quad +c_{3(2)}I_{(2)}) 4 R_{1}^2 t_{0}\\&\quad +(g_{7(2)}h_{2}+g_{7(1)}h_{1})4 R_{1}^2 t_{0}+(c_{3(2)}S_{2}+c_{3(1)}S_{1}) R_{1}^2 t_{1}\\&\quad +24 t_{0}(g_{2(2)}h_{2}+g_{2(1)}h_{1}) R_{1}^2\\&\quad +16t_{0} R_{1}^2 A2-16t_{3} R_{1}^2 A_{4}\\ m_{69}&=24t_{0}R_{1}A_{1}+8t_{0}R_{1}A_{7}-6t_{1}R_{1}A_{3}-2t_{1}R_{1}A_{8}\\ m_{70}&=-24A_{3}t_{0}+6A_{5}t_{1}-8A_{8}t_{0}+2A_{9}t_{1}\\&\quad -(c_{3(2)}S_{(2)}+c_{3(1)}S_{(1)}) 4 R_{1}^2 t_{0}\\&\quad +(c_{3(2)}h_{2}+c_{3(1)}h_{1}) R_{1}^2 t_{1} +16t_{0} R_{1}^2 A_{4}-16t_{3} R_{1}^2 A_{6}\\ m_{71}&=24t_{0}R_{1}A_{3}+8t_{0}R_{1}A_{8}-6t_{1}R_{1}A_{5}-2t_{1}R_{1}A_{9}\\ t_{0}&=\frac{q A_{6}}{64(A_{2}A_{6}-A_{4}^{2} )} \\ t_{1}&=\frac{q A_{4}}{16(A_{2}A_{6}-A_{4}^{2} )}\\ t_{3}&=\frac{q A_{4}}{64(A_{2}A_{6}-A_{4}^{2} )} \end{aligned} \end{aligned}$$
(115)

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Fu, G., Zhang, Z., Ma, Y. et al. On the size-dependent bending and buckling of the partially covered laminated microplate. Engineering with Computers 39, 685–710 (2023). https://doi.org/10.1007/s00366-022-01658-x

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  • DOI: https://doi.org/10.1007/s00366-022-01658-x

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