Results 111 to 120 of about 24,516 (216)

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

Chengshi 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, PAN Bintao, JIANG Jie, LONG Yihang   +3 more
doaj   +1 more source

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

Shock 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

Fractal 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, Ali Asgari, Reza Taghipour, Hossein Jafari, Habib Akbarzadeh Bengar   +4 more
doaj   +1 more source

Automated Parameter Extraction Of ScAlN MEMS Devices Using An Extended Euler-Bernoulli Beam Theory. [PDF]

Sensors (Basel), 2020
Krey M, Hähnlein B, Tonisch K, Krischok S, Töpfer H.   +4 more
europepmc   +1 more source

Active control of bending vibrations of Timoshenko beams using state observers

St. 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

Fractal 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, Waleed Mohamed Abd-Elhameed, Amr Ahmed Elmasry, Ahmed Gamal Atta   +3 more
doaj   +1 more source

Inverse problems in the modeling of vibrations of flexible beams [PDF]

The formulation and solution of inverse problems for the estimation of parameters which describe damping and other dynamic properties in distributed models for the vibration of flexible structures is considered.
Banks, H. T., Powers, R. K., Rosen, I. G.   +2 more
core   +1 more source

The identification of a distributed parameter model for a flexible structure [PDF]

A computational method is developed for the estimation of parameters in a distributed model for a flexible structure. The structure we consider (part of the RPL experiment) consists of a cantilevered beam with a thruster and linear accelerometer at the ...
Banks, H. T., Gates, S. S., Rosen, I. G., Wang, Y.   +3 more
core   +1 more source

Location of eigenmodes of Euler-Bernoulli beam model under fully non-dissipative boundary conditions. [PDF]

Proc Math Phys Eng Sci, 2019
Shubov MA.
europepmc   +1 more source

Rapid Design and Analysis of Microtube Pneumatic Actuators Using Line-Segment and Multi-Segment Euler-Bernoulli Beam Models. [PDF]

Micromachines (Basel), 2019
Ji M, Li Q, Cho IH, Kim J.
europepmc   +1 more source