Results 81 to 90 of about 1,599,886 (192)

Axial Force Identification of Short Beam Members with Unknown Boundary Conditions Incorporating Rotational Inertia

open access: yesSensors
Accurate identification of axial forces in beam structures with unknown boundary conditions is important for structural assessment and safety monitoring.
Litian Liang   +4 more
doaj   +1 more source

Free vibration analysis of angle-ply laminate composite beams by mixed finite element formulation using the Gâteaux differential

open access: yesScience and Engineering of Composite Materials, 2014
Free vibration analyses of angle-ply laminated composite beams were investigated by the Gâteaux differential method in the present paper. With the use of the Gâteaux differential method, the functionals were obtained and the natural frequencies of the ...
Ozutok Atilla   +2 more
doaj   +1 more source

Simplified Calculation Method for Existing Tunnel Settlement Caused by Shield Under-passing Based on Timoshenko-PasternakModel

open access: yesChengshi guidao jiaotong yanjiu
Objective It is aimed to tackle the inefficient accuracy of traditional Euler-Bernoulli beam and Winkler foundation model in calculating settlement induced by shield under-passing existing tunnels. Method Based on the Timoshenko beam theory and Pasternak
WANG Liang   +3 more
doaj   +1 more source

A Chebyshev Spectral Method with Null Space Approach for Boundary-Value Problems of Euler-Bernoulli Beam

open access: yesShock and Vibration, 2018
We proposed a Chebyshev spectral method with a null space approach for investigating the boundary-value problem of a nonprismatic Euler-Bernoulli beam with generalized boundary or interface conditions.
C. P. Hsu, C. F. Hung, J. Y. Liao
doaj   +1 more source

Numerical Fractional Calculus Framework for Nonlocal Euler–Bernoulli Beam Deflection Analysis

open access: yesFractal and Fractional
In this study, the bending behavior of beams is investigated using the fractional Euler–Bernoulli beam model. This model is developed based on fractional calculus, particularly employing the Riesz–Caputo derivatives, and is capable of accurately ...
Amirhosein Bahreini   +4 more
doaj   +1 more source

Active control of bending vibrations of Timoshenko beams using state observers

open access: yesSt. Petersburg Polytechnical University Journal: Physics and Mathematics
When describing bending vibrations of elastic beams, the transition from the Bernoulli – Euler model to the Timoshenko model leads to a complication in the dynamic behavior of the beam and to the emergence of new dynamic effects and a new spectrum of ...
Fedotov Aleksandr, Belyaev Alexander
doaj   +1 more source

An Efficient Petrov–Galerkin Scheme for the Euler–Bernoulli Beam Equation via Second-Kind Chebyshev Polynomials

open access: yesFractal and Fractional
The current article introduces a Petrov–Galerkin method (PGM) to address the fourth-order uniform Euler–Bernoulli pinned–pinned beam equation. Utilizing a suitable combination of second-kind Chebyshev polynomials as a basis in spatial variables, the ...
Youssri Hassan Youssri   +3 more
doaj   +1 more source

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