Results 91 to 100 of about 803,659 (218)
Dynamic Stiffness Matrix for a Beam Element with Shear Deformation
Shock 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
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Size effect in the bending of a Timoshenko nanobeam
, 2017 The size effect should be considered due to the large ratio of surface area to volume when the characteristic length of a beam lies in the nanoscale.
姚寅 +5 more
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Response of beams resting on viscoelastically damped foundation to moving oscillators [PDF]
, 2006 YesThe response of beams resting on viscoelastically damped foundation under moving SDoF oscillators is scrutinized through a novel state-space formulation, in which a number of internal variables is introduced with the aim of representing the frequency ...
Palmeri, Alessandro +3 more
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Wave propagation characteristics in nanoporous metal foam nanobeams
Results in Physics, 2019 This research is devoted to the wave propagation characteristics analysis of nanobeams made of nanoporous metal foams. Three nanoporosity distribution models, namely, symmetry, asymmetry and uniform distributions, are taken into account.
Yan Qing Wang, Chen Liang
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On the Stabilizability of a Slowly Rotating Timoshenko Beam
Zeitschrift 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.
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On Dynamic Properties of Two Models of Beam on Nonlinear Foundation Subjected to Moving Load
Engineering Transactions, 1993 The subjects of consideration are the infinite Bernoulli - Euler and Timoshenko models of a beam resting on a nonlinear visco-elastic foundation. The beams are subjected to a distributed inertialess loading constant in a given sector and moving with a ...
A. Grzyb
doaj
Comparing Timoshenko Beam to Energy Beam for fitting noisy data
, 2008 In this paper we develop highly flexible Timoshenko beam model for tracking large deformations in noisy data. We demonstrate that by neglecting some physical properties of Timoshenko beam, classical energy beam can be derived. The comparison of these two
Slobodan Ilić
core
Quasi-static Response of a Timoshenko Beam Loaded by an Elastically Supported Moving Rigid Beam
, 2019 The present paper is concerned with the quasi-static response of an elastic beam, loaded by a rigid beam, which is slowly transported along the elastic beam. The elastic beam is modelled as a Timoshenko beam. The present paper provides a limiting case of
Foo, J., Irschik, H., Cojocaru, E. C.
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, 2017 Three critical frequencies independent of boundary conditions together with a critical length, which determine the vibration behaviors of a nonlocal Timoshenko beam, are identified.
张吟 +1 more
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