Abstract
In this study, the slope deflection method was presented for structures made of small-scaled axially functionally graded beams with a variable cross section within the scope of nonlocal elasticity theory. The small-scale effect between individual atoms cannot be neglected when the structures are small in size. Therefore, the theory of nonlocal elasticity is used throughout. The stiffness coefficients and fixed-end moments are calculated using the method of initial values. With this method, the solution of the differential equation system is reduced to the solution of the linear equation system. The given transfer matrix is unique and the problem can be easily solved for any end condition and loading. In this problem, double integrals occur in terms of the transfer matrix. However, this form is not suitable for numerical calculations. With the help of Cauchy’s repeated integration formula, the transfer matrix is given in terms of single integrals. The analytical or numerical calculation of single integrals is easier than the numerical or analytical calculation of double integrals. It is demonstrated that the nonlocal effect plays an important role in the fixed-end moments of small-scaled beams.
Original language | English |
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Article number | 4814 |
Journal | Applied Sciences (Switzerland) |
Volume | 13 |
Issue number | 8 |
DOIs | |
Publication status | Published - Apr 2023 |
Bibliographical note
Publisher Copyright:© 2023 by the authors.
Funding
This research is supported by the Alexander von Humboldt Foundation.
Funders | Funder number |
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Alexander von Humboldt-Stiftung |
Keywords
- axially functionally graded materials
- method of initial values
- nonlocal elasticity
- size effect
- slope deflection method
- transfer matrix