Results 21 to 30 of about 15,529 (211)

Analytical solution of two-layer beam taking into account interlayer slip and shear deformation [PDF]

, 2007
A mathematical model is proposed and its analytical solution derived for the analysis of the geometrically and materially linear two-layer beams with different material and geometric characteristics of an individual layer.
Goodman J. R., Goodman J. R., Goran Turk, Igor Planinc, Jasim N. A., Leon R. T., Miran Saje, Simon Schnabl, Wolfram S.   +8 more
core   +2 more sources

Transverse vibrations of cantilever beams: Analytical solutions with general steady-state forcing

Applications in Engineering Science, 2020
Novel theoretical approach for characterization of transverse vibrations of cantilever beams under continuous spatially distributed load is proposed. Four beam theories (Euler–Bernoulli, Euler–Bernoulli with dissipation, shear and shear with dissipation)
D. Gritsenko, J. Xu, R. Paoli
doaj   +1 more source

Analytical modeling of spindle-tool dynamics on machine tools using Timoshenko beam model and receptance coupling for the prediction of tool point FRF [PDF]

, 2006
Regenerative chatter is a well-known machining problem that results in unstable cutting process, poor surface quality and reduced material removal rate.
Budak, Erhan, Erturk, A., Ertürk, A., Ozguven, H. N., Özgüven, H. N.   +4 more
core   +3 more sources

Nonlinear Dynamic Behavior of Porous and Imperfect Bernoulli-Euler Functionally Graded Nanobeams Resting on Winkler Elastic Foundation

Technologies, 2020
Nonlinear free vibrations of functionally graded porous Bernoulli–Euler nano-beams resting on an elastic foundation through a stress-driven nonlocal elasticity model are studied taking into account von Kármán type nonlinearity and initial geometric ...
Rosa Penna, Luciano Feo
doaj   +1 more source

Nonlinearity in nanomechanical cantilevers [PDF]

, 2013
Euler-Bernoulli beam theory is widely used to successfully predict the linear dynamics of micro- and nanocantilever beams. However, its capacity to characterize the nonlinear dynamics of these devices has not yet been rigorously assessed, despite its use
A. H. Nayfeh, D. Chi, J. E. Sader, L. G. Villanueva, M. H. Matheny, M. L. Roukes, P. Malatkar, P. W. Harland, R. B. Karabalin, R. Lifshitz, S. Timoshenko, S. Timoshenko   +11 more
core   +3 more sources

Locking-free two-layer Timoshenko beam element with interlayer slip [PDF]

, 2007
A new locking-free strain-based finite element formulation for the numerical treatment of linear static analysis of two-layer planar composite beams with interlayer slip is proposed.
Ayoub, Ayoub, Cowper, Dall’Asta, Dall’Asta, Dall’Asta, Dall’Asta, Fabbrocino, G. Turk, Girhammar, Girhammar, Goodman, Goodman, I. Planinc, Jasim, Jasim, M. Saje, Newmark, Planinc, Ranzi, Ranzi, Reddy, Reissner, S. Schnabl, Salari, Schnabl, Timoshenko, Vratanar, Čas, Čas   +29 more
core   +2 more sources

A C1 Beam Element Based on Overhauser Interpolation

Latin American Journal of Solids and Structures
A new C1 element is proposed to model Euler-Bernoulli beams in one and two-dimensional problems. The proposed formulation assures C1 continuity requirement without the use of rotational degrees of freedom, used in traditional elements, through the use of
André Schwanz de Lima, Alfredo Rocha de Faria   +1 more
doaj   +1 more source

Application of the Higher-Order Hamilton Approach to the Nonlinear Free Vibrations Analysis of Porous FG Nano-Beams in a Hygrothermal Environment Based on a Local/Nonlocal Stress Gradient Model of Elasticity

Nanomaterials, 2022
Nonlinear transverse free vibrations of porous functionally-graded (FG) Bernoulli–Euler nanobeams in hygrothermal environments through the local/nonlocal stress gradient theory of elasticity were studied.
Rosa Penna, Luciano Feo, Giuseppe Lovisi, Francesco Fabbrocino   +3 more
doaj   +1 more source

Rotational inertia interface in a dynamic lattice of flexural beams

, 2017
The paper presents a novel analysis of a transmission problem for a network of flexural beams incorporating conventional Euler-Bernoulli beams as well as Rayleigh beams with the enhanced rotational inertia.
Cabras, L., Movchan, A. B., Piccolroaz, A.   +2 more
core   +1 more source

Comparison of shearography to scanning laser vibrometry as methods for local stiffness identification of beams [PDF]

, 2013
Local stiffness of Euler–Bernoulli beams can be identified by dividing the bending moment of a deformed beam by the local curvature. Curvature and moment distributions can be derived from the modal shape of a beam vibrating at resonance. In this article,
Gu, Jun, Kersemans, Mathias, Pyl, Lincy, Sol, Hugo, Van Paepegem, Wim, Zastavnik, Filip   +5 more
core   +2 more sources