Lengyel, Ákos József and Ecsedi, István (2015) Static and dynamic analyses of composite beams with interlayer slip. JOURNAL OF COMPUTATIONAL AND APPLIED MECHANICS, 10 (1). pp. 25-40. ISSN 1586-2070
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Abstract
The present paper gives analytical solutions for shear deformable two-layer beams with weak shear connections. Timoshenko's kinematic assumptions are applied to both layers with different cross-sectional rotations. A linear constitutive equation is used between the horizontal shear force and the interlayer slip. The applied loads act in the plane of symmetry of a two-layered beam and the material-geometrical properties do not depend on the axial coordinate. For simply supported beam closed form solutions are derived for the deflection, slip and cross-sectional rotations. The eigenfrequencies of a simply supported beam are determined and compared with the solutions obtained by the applications of Euler-Bernoulli and Euler-Bernoulli-Rayleigh beam models.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | interlayer slip, shear connection, composite beam, free vibration |
| Subjects: | T Technology / alkalmazott, műszaki tudományok > T2 Technology (General) / műszaki tudományok általában |
| SWORD Depositor: | MTMT SWORD |
| Depositing User: | MTMT SWORD |
| Date Deposited: | 09 Dec 2025 15:49 |
| Last Modified: | 09 Dec 2025 15:49 |
| URI: | https://real.mtak.hu/id/eprint/230512 |
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