Results 61 to 70 of about 1,812 (185)

An efficient semi‐analytical approach for the free vibration behavior of DWCNTs on elastic foundations based on nonlocal elasticity theory

open access: yesZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, Volume 106, Issue 3, March 2026.
Abstract In this study, a comprehensive analytical framework is developed to investigate the free vibration behavior of double‐walled carbon nanotubes (DWCNTs) resting on an elastic foundation, based on Eringen's nonlocal elasticity theory. The DWCNTs are modeled as two coupled Euler–Bernoulli (EB) beams, explicitly incorporating intertube van der ...
Ayşegül Tepe
wiley   +1 more source

On the Equivalence between Static and Dynamic Railway Track Response and on the Euler-Bernoulli and Timoshenko Beams Analogy

open access: yesShock and Vibration, 2017
The paper tries to clarify the problem of solution and interpretation of railway track dynamics equations for linear models. Set of theorems is introduced in the paper describing two types of equivalence: between static and dynamic track response under ...
Wlodzimierz Czyczula   +2 more
doaj   +1 more source

Selectivity and Active State Formation During Pulsed CO2 Electroreduction in Cation‐Modified Electrolyte

open access: yesChemElectroChem, Volume 13, Issue 3, 3 February 2026.
In pulsed CO2 electroreduction, the electrolyte cation identity and size determine the multicarbon product formation over oxide‐derived Cu nanocatalysts. In situ X‐ray studies revealed enhanced dissolution and increased Cu lattice parameter adaptation linked to enhanced ethanol and suppressed hydrogen formation, suggesting an increased dynamicity of ...
Eric Liberra   +9 more
wiley   +1 more source

Vibration Characteristics of Piezoelectric Microbeams Based on the Modified Couple Stress Theory

open access: yesShock and Vibration, 2014
The vibration behavior of piezoelectric microbeams is studied on the basis of the modified couple stress theory. The governing equations of motion and boundary conditions for the Euler-Bernoulli and Timoshenko beam models are derived using Hamilton’s ...
R. Ansari   +2 more
doaj   +1 more source

Sensing linear viscoelastic constitutive parameters with a Timoshenko beam on a multi-layer foundation: Modeling and simulation

open access: yesSensing and Bio-Sensing Research, 2015
We present a sensor model comprised of a Timoshenko beam coupled with a linear viscoelastic substrate via a distributed system of compliant elements. The system of governing equations includes the evolution of the kinematic descriptors of the Timoshenko ...
Javad Fattahi, Davide Spinello
doaj   +1 more source

On the Stabilizability of a Slowly Rotating Timoshenko Beam

open access: yesZeitschrift für Analysis und ihre Anwendungen, 2000
In this paper we continue our investigation of a slowly rotating Timoshenko beam in a horizontal plane whose movement is controlled by the angular acceleration of the disk of a driving motor into which the beam is clamped. We show how to choose a feedback control allowing to stabilize our system (the beam plus the disk) in a preassigned position of ...
Krabs, W., Sklyar, G. M.
openaire   +2 more sources

Exponential Stabilization for Timoshenko Beam with Distributed Delay in the Boundary Control

open access: yesAbstract and Applied Analysis, 2013
We consider the exponential stabilization for Timoshenko beam with distributed delay in the boundary control. Suppose that the controller outputs are of the form α1u1(t)+β1u1(t-τ)+∫-τ0‍g1(η)u1(t+η)dη and α2u2(t)+β2u2(t-τ)+∫-τ0‍g2(η)u2(t+η)dη; where u1(t)
Xiu Fang Liu, Gen Qi Xu
doaj   +1 more source

Asymptotic Formulas for the Eigenvalues of the Timoshenko Beam

open access: yesJournal of Mathematical Analysis and Applications, 2001
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Geist, Bruce, McLaughlin, Joyce R.
openaire   +2 more sources

Dynamic Stiffness Matrix for a Beam Element with Shear Deformation

open access: yesShock and Vibration, 1995
A method for calculating the dynamic transfer and stiffness matrices for a straight Timoshenko shear beam is presented. The method is applicable to beams with arbitrarily shaped cross sections and places no restrictions on the orientation of the element ...
Walter D. Pilkey, Levent Kitiş
doaj   +1 more source

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