HUANG, Xiaolin ;WANG, Chengzhe ;WANG, Jiahen ;WEI, Nengguo . Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations. Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 68, n.9, p. 571-582, september 2022. ISSN 0039-2480. Available at: <https://www.sv-jme.eu/article/nonlinear-vibration-analysis-of-functionally-graded-porous-plates-reinforced-by-graphene-platelets-on-nonlinear-elastic-foundations/>. Date accessed: 20 dec. 2024. doi:http://dx.doi.org/10.5545/sv-jme.2022.274.
Huang, X., Wang, C., Wang, J., & Wei, N. (2022). Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations. Strojniški vestnik - Journal of Mechanical Engineering, 68(9), 571-582. doi:http://dx.doi.org/10.5545/sv-jme.2022.274
@article{sv-jmesv-jme.2022.274,
author = {Xiaolin Huang and Chengzhe Wang and Jiahen Wang and Nengguo Wei},
title = {Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {68},
number = {9},
year = {2022},
keywords = {functionally graded porous nanocomposites; graphene platelets; pores; nonlinear elastic foundation; nonlinear vibration; transient response; },
abstract = {This paper presents a nonlinear vibration analysis of functionally graded graphene platelet (GPL) reinforced plates on nonlinear elastic foundations. Uniformly or non-uniformly distributed internal pores were present in the plates. Based on the modified Halpin-Tsai micromechanics model and the extended rule of mixture, the material properties were evaluated. The governing equations, coupled with the effect of nonlinear foundations, were derived by using the higher-order plate theory and general von Kármán-type equations. A two-step perturbation technique was employed to obtain the nonlinear frequency and transient response. After the present method was verified, the effects of pores, GPLs, and elastic foundations were investigated in detail. A new finding is that the influence of the porosity coefficient on the natural frequency and dynamic response is relevant to foundation parameters. Moreover, the influence of the nonlinear foundation parameter can be negligible.},
issn = {0039-2480}, pages = {571-582}, doi = {10.5545/sv-jme.2022.274},
url = {https://www.sv-jme.eu/article/nonlinear-vibration-analysis-of-functionally-graded-porous-plates-reinforced-by-graphene-platelets-on-nonlinear-elastic-foundations/}
}
Huang, X.,Wang, C.,Wang, J.,Wei, N. 2022 September 68. Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 68:9
%A Huang, Xiaolin %A Wang, Chengzhe %A Wang, Jiahen %A Wei, Nengguo %D 2022 %T Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations %B 2022 %9 functionally graded porous nanocomposites; graphene platelets; pores; nonlinear elastic foundation; nonlinear vibration; transient response; %! Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations %K functionally graded porous nanocomposites; graphene platelets; pores; nonlinear elastic foundation; nonlinear vibration; transient response; %X This paper presents a nonlinear vibration analysis of functionally graded graphene platelet (GPL) reinforced plates on nonlinear elastic foundations. Uniformly or non-uniformly distributed internal pores were present in the plates. Based on the modified Halpin-Tsai micromechanics model and the extended rule of mixture, the material properties were evaluated. The governing equations, coupled with the effect of nonlinear foundations, were derived by using the higher-order plate theory and general von Kármán-type equations. A two-step perturbation technique was employed to obtain the nonlinear frequency and transient response. After the present method was verified, the effects of pores, GPLs, and elastic foundations were investigated in detail. A new finding is that the influence of the porosity coefficient on the natural frequency and dynamic response is relevant to foundation parameters. Moreover, the influence of the nonlinear foundation parameter can be negligible. %U https://www.sv-jme.eu/article/nonlinear-vibration-analysis-of-functionally-graded-porous-plates-reinforced-by-graphene-platelets-on-nonlinear-elastic-foundations/ %0 Journal Article %R 10.5545/sv-jme.2022.274 %& 571 %P 12 %J Strojniški vestnik - Journal of Mechanical Engineering %V 68 %N 9 %@ 0039-2480 %8 2022-09-02 %7 2022-09-02
Huang, Xiaolin, Chengzhe Wang, Jiahen Wang, & Nengguo Wei. "Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations." Strojniški vestnik - Journal of Mechanical Engineering [Online], 68.9 (2022): 571-582. Web. 20 Dec. 2024
TY - JOUR AU - Huang, Xiaolin AU - Wang, Chengzhe AU - Wang, Jiahen AU - Wei, Nengguo PY - 2022 TI - Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations JF - Strojniški vestnik - Journal of Mechanical Engineering DO - 10.5545/sv-jme.2022.274 KW - functionally graded porous nanocomposites; graphene platelets; pores; nonlinear elastic foundation; nonlinear vibration; transient response; N2 - This paper presents a nonlinear vibration analysis of functionally graded graphene platelet (GPL) reinforced plates on nonlinear elastic foundations. Uniformly or non-uniformly distributed internal pores were present in the plates. Based on the modified Halpin-Tsai micromechanics model and the extended rule of mixture, the material properties were evaluated. The governing equations, coupled with the effect of nonlinear foundations, were derived by using the higher-order plate theory and general von Kármán-type equations. A two-step perturbation technique was employed to obtain the nonlinear frequency and transient response. After the present method was verified, the effects of pores, GPLs, and elastic foundations were investigated in detail. A new finding is that the influence of the porosity coefficient on the natural frequency and dynamic response is relevant to foundation parameters. Moreover, the influence of the nonlinear foundation parameter can be negligible. UR - https://www.sv-jme.eu/article/nonlinear-vibration-analysis-of-functionally-graded-porous-plates-reinforced-by-graphene-platelets-on-nonlinear-elastic-foundations/
@article{{sv-jme}{sv-jme.2022.274},
author = {Huang, X., Wang, C., Wang, J., Wei, N.},
title = {Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations},
journal = {Strojniški vestnik - Journal of Mechanical Engineering},
volume = {68},
number = {9},
year = {2022},
doi = {10.5545/sv-jme.2022.274},
url = {https://www.sv-jme.eu/article/nonlinear-vibration-analysis-of-functionally-graded-porous-plates-reinforced-by-graphene-platelets-on-nonlinear-elastic-foundations/}
}
TY - JOUR AU - Huang, Xiaolin AU - Wang, Chengzhe AU - Wang, Jiahen AU - Wei, Nengguo PY - 2022/09/02 TI - Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations JF - Strojniški vestnik - Journal of Mechanical Engineering; Vol 68, No 9 (2022): Strojniški vestnik - Journal of Mechanical Engineering DO - 10.5545/sv-jme.2022.274 KW - functionally graded porous nanocomposites, graphene platelets, pores, nonlinear elastic foundation, nonlinear vibration, transient response, N2 - This paper presents a nonlinear vibration analysis of functionally graded graphene platelet (GPL) reinforced plates on nonlinear elastic foundations. Uniformly or non-uniformly distributed internal pores were present in the plates. Based on the modified Halpin-Tsai micromechanics model and the extended rule of mixture, the material properties were evaluated. The governing equations, coupled with the effect of nonlinear foundations, were derived by using the higher-order plate theory and general von Kármán-type equations. A two-step perturbation technique was employed to obtain the nonlinear frequency and transient response. After the present method was verified, the effects of pores, GPLs, and elastic foundations were investigated in detail. A new finding is that the influence of the porosity coefficient on the natural frequency and dynamic response is relevant to foundation parameters. Moreover, the influence of the nonlinear foundation parameter can be negligible. UR - https://www.sv-jme.eu/article/nonlinear-vibration-analysis-of-functionally-graded-porous-plates-reinforced-by-graphene-platelets-on-nonlinear-elastic-foundations/
Huang, Xiaolin, Wang, Chengzhe, Wang, Jiahen, AND Wei, Nengguo. "Nonlinear Vibration Analysis of Functionally Graded Porous Plates Reinforced by Graphene Platelets on Nonlinear Elastic Foundations" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 68 Number 9 (02 September 2022)
Strojniški vestnik - Journal of Mechanical Engineering 68(2022)9, 571-582
© The Authors 2022. CC BY 4.0 Int.
This paper presents a nonlinear vibration analysis of functionally graded graphene platelet (GPL) reinforced plates on nonlinear elastic foundations. Uniformly or non-uniformly distributed internal pores were present in the plates. Based on the modified Halpin-Tsai micromechanics model and the extended rule of mixture, the material properties were evaluated. The governing equations, coupled with the effect of nonlinear foundations, were derived by using the higher-order plate theory and general von Kármán-type equations. A two-step perturbation technique was employed to obtain the nonlinear frequency and transient response. After the present method was verified, the effects of pores, GPLs, and elastic foundations were investigated in detail. A new finding is that the influence of the porosity coefficient on the natural frequency and dynamic response is relevant to foundation parameters. Moreover, the influence of the nonlinear foundation parameter can be negligible.