Abstract
In this paper, the static and dynamic analysis of the higher-order shear deformation nanobeam is investigated within the framework of the two-phase local/nonlocal integral model, in which, the stress is described as the integral convolution form between the strain field and a decay kernel function to address the long-range force interactions in the domain. Based on the principle of minimum potential energy, the finite element formulation of the nonlocal higher-order shear deformation theory nanobeams is derived in a general sense through finite element method (FEM). The explicit expressions of the stiffness, geometric stiffness and mass stiffness matrix of the higher-order shear deformation theory nanobeams are derived directly. The efficiency and accuracy of the developed finite element model of higher-order shear deformation nanobeam are validated by conducting a comparation with the existing analysis results in the researches. Furthermore, under different loading and supported conditions, the effect of nonlocal parameter, nonlocal phase parameter and slenderness ratio on the bending, buckling and free vibration responses of higher-order shear deformation theory nanobeams is investigated in detail.
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Acknowledgements
The work is supported by the National Natural Science Foundation of China(No. 12172169) and the Priority Academic Program Development of Jiangsu Higher Education Institutions.
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Y.T. and H.Q. wrote the main manuscript text and prepared all figures. H.Q. reviewed the manuscript.
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Tang, Y., Qing, H. Finite element formulation for higher-order shear deformation beams using two-phase local/nonlocal integral model. Arch Appl Mech (2024). https://doi.org/10.1007/s00419-024-02571-z
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DOI: https://doi.org/10.1007/s00419-024-02571-z