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https://www.researchgate.net/profile/Tiago_Silva14/publication/231520457_Identification_of_Elastic_Support_Properties_on_a_Bernoulli-Euler_Beam/links/02bfe50d094fac4656000000.pdf
Identification of Elastic Support Properties on a Bernoulli-Euler Beam T.A.N. Silva 1, N.M.M. Maia2, A.A. Roque and J.M.C. Travassos 1Department of Mechanical Engineering, Instituto Superior de ...
https://www.researchgate.net/publication/231520457_Identification_of_Elastic_Support_Properties_on_a_Bernoulli-Euler_Beam
Identification of Elastic Support Properties on a Bernoulli-Euler Beam. ... using the Bernoulli-Euler beam theory. ... Also the identification of The spinners with the painting Fable of Arachne in ...
http://www.am.chalmers.se/~thab/IMAC/2010/PDFs/Papers/s32p002.pdf
While the rotor itself presents no problem and can easily be studied as a Bernoulli-Euler beam with a concentrated mass, the identification of the adequate torsional and linear stiffness properties associated to the end supports remains a challenge. In a similar context, De Rosa et al. [2] suppose the beam elastically restrained
https://en.wikipedia.org/wiki/Bernoulli_euler_beam_theory
Euler–Bernoulli beam theory (also known as engineer's beam theory or classical beam theory) is a simplification of the linear theory of elasticity which provides a means of calculating the load-carrying and deflection characteristics of beams.It covers the case for small deflections of a beam that are subjected to lateral loads only. It is thus a special case of Timoshenko beam theory.
https://www.sciencedirect.com/science/article/pii/S002074030200190X
The frequency equations of Euler–Bernoulli beam with up to three step changes in cross-section and on classical and/or elastic supports were expressed as fourth order determinants equated to zero. A scheme to progressively calculate the elements of the determinant and a scheme to evaluate the roots of the frequency equation are described.Cited by: 108
https://file.scirp.org/pdf/WJM_2018051814474880.pdf
Inverse Problems for an Euler-Bernoulli Beam: Identification of Bending Rigidity and External Loads Hiroaki Katori ... While identifying elastic structures, it is important to identify the location and ... around the simple support, where the beam deflection was very small.
https://onlinelibrary.wiley.com/doi/full/10.1002/eng2.12074
Another classical method used the static or dynamical responses of the Euler‐Bernoulli beam to identify the boundary conditions. Wang and Yang 41 and Wang et al 42 proposed a direct method to identify the stiffness of elastic‐support conditions at one end of a tapered beam. The identification was based on the measured static flexibility ...Author: Guandong Qiao, Salam Rahmatalla
http://www.iaeng.org/publication/WCE2008/WCE2008_pp901-904.pdf
Vibration of the Euler-Bernoulli Beam with Allowance for Dampings ... the motion of a straight elastic beam of length , cross-sectional area A, mass density , oriented so that in the ... The Euler-Bernoulli beam model can be modified in va-rious ways. For instance, if the beam rests on an elastic ...
http://web.mit.edu/16.20/homepage/7_SimpleBeamTheory/SimpleBeamTheory_files/module_7_no_solutions.pdf
A beam is a structure which has one of its dimensions much larger than the other two. The importance of beam theory in structural mechanics stems from its widespread success in practical applications. 7.1.1 Kinematic assumptions Readings: BC 5.2 Beam theory is founded on the following two key assumptions known as the Euler-Bernoulli assumptions:
http://am.ippt.pan.pl/am/article/viewFile/v68p3/pdf
Euler–Bernoulli type beam theory for elastic bodies... 5 of the given structural element in a complex structural system. In what follows, we investigate the quantitative behaviour of nonlinear models of type (1.2) within the Euler–Bernoulli type setting. We study the behaviour of a beam with fixed ends that is subject to uniform
https://www.researchgate.net/profile/Tiago_Silva14/publication/231520457_Identification_of_Elastic_Support_Properties_on_a_Bernoulli-Euler_Beam/links/02bfe50d094fac4656000000.pdf?inViewer=true&pdfJsDownload=true&disableCoverPage=true&origin=publication_detail
Identification of Elastic Support Properties on a Bernoulli-Euler Beam T.A.N. Silva 1, N.M.M. Maia2, A.A. Roque and J.M.C. Travassos 1Department of Mechanical Engineering, Instituto Superior de ...
https://www.researchgate.net/publication/231520457_Identification_of_Elastic_Support_Properties_on_a_Bernoulli-Euler_Beam
Identification of Elastic Support Properties on a Bernoulli-Euler Beam Conference Paper (PDF Available) · January 2009 with 126 Reads How we measure 'reads'
http://www.am.chalmers.se/~thab/IMAC/2010/PDFs/Papers/s32p002.pdf
While the rotor itself presents no problem and can easily be studied as a Bernoulli-Euler beam with a concentrated mass, the identification of the adequate torsional and linear stiffness properties associated to the end supports remains a challenge. In a similar context, De Rosa et al. [2] suppose the beam elastically restrained
https://gasturbinespower.asmedigitalcollection.asme.org/vibrationacoustics/article/131/5/051001/459251/An-Efficient-Method-for-Crack-Identification-in
An effective crack identification procedure has been developed based on the dynamic behavior of a Euler–Bernoulli cracked beam. It is very well known that the presence of a crack in a structure produces a change in its frequency response that can be used to determine the crack properties (position and size) solving what is called an inverse problem.Cited by: 28
https://onlinelibrary.wiley.com/doi/full/10.1002/eng2.12074
To date, the identification of the viscoelastic boundary conditions of Euler‐Bernoulli beams has not been explored in the literature. This work presented two novel methodologies, the least squares method and the pattern search optimization method, to identify the viscoelastic boundary conditions of an Euler‐Bernoulli beam.Author: Guandong Qiao, Salam Rahmatalla
https://file.scirp.org/pdf/WJM_2018051814474880.pdf
Inverse Problems for an Euler-Bernoulli Beam: Identification of Bending Rigidity and External Loads ... properties of structures from their vibration characteristics using a plate. Arai et ... around the simple support, where the beam deflection was very small.
https://en.wikipedia.org/wiki/Bernoulli_euler_beam_theory
Euler–Bernoulli beam theory (also known as engineer's beam theory or classical beam theory) is a simplification of the linear theory of elasticity which provides a means of calculating the load-carrying and deflection characteristics of beams.It covers the case for small deflections of a beam that are subjected to lateral loads only. It is thus a special case of Timoshenko beam theory.
https://staff-old.najah.edu/sites/default/files/Forced_Vibration_Of_Euler-Bernoulli_Beams_By_Means_Of_Dynamic_Greens_Functions.pdf
Forced vibration of Euler–Bernoulli beamsby meansof dynamic Green functions M. Abu-Hilal* Department of Mechanical and Industrial Engineering, Applied Sciences University, Amman 11931 Jordan Received 21 June 2002; accepted 10 October 2002 Abstract A method for determining the dynamic response of prismatic damped Euler–Bernoulli beams subjected
https://www.sciencedirect.com/science/article/pii/S002074030200190X
The frequency equations of Euler–Bernoulli beam with up to three step changes in cross-section and on classical and/or elastic supports were expressed as fourth order determinants equated to zero. A scheme to progressively calculate the elements of the determinant and a scheme to evaluate the roots of the frequency equation are described.Cited by: 108
https://www.sciencedirect.com/science/article/pii/S0020768313002515
Aim of this paper is the response evaluation of fractional visco-elastic Euler–Bernoulli beam under quasi-static and dynamic loads. Starting from the local fractional visco-elastic relationship between axial stress and axial strain, it is shown that bending moment, curvature, shear, and the gradient of curvature involve fractional operators.Cited by: 54
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