2017
DOI: 10.1590/1679-78253327
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Nonlinear Vibration Analysis of Euler-Bernoulli Beams by Using Continuous Galerkin-Petrov Time-Discretization Method

Abstract: In this paper, we present a new numerical method for nonlinear vibrational analysis of Euler-Bernoulli beams. Our approach is based on the continuous Galerkin-Petrov time discretization method. The Euler-Bernoulli beam equation which governs its vibrations is transformed into set of ordinary differential equations and the presented method is employed in order to investigate the vibrational response. A comparison is made between present method and different other methods available in literature. It is observed … Show more

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Cited by 4 publications
(1 citation statement)
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“…The interaction between the pressure field of an internal fluid-filled channel network and the deformation field of the supporting elastic structure is formulated. In order to derive accurate modeling, the following assumptions are made (Sabeel Khan and Kaneez, 2017; Zhang et al, 2016a): (i) the fluid is incompressible with a constant plug-flow velocity profile; (ii) rotary inertia and shear deformation are neglected; (iii) even though deflections are large, the strain in the system is assumed to be small with the moderate rotation; (iv) plane cross sections remain perpendicular to the beam axis after deformation; and (v) a 2D soft robotic arm model with planar motions are considered.…”
Section: System Description and Problem Formulationmentioning
confidence: 99%
“…The interaction between the pressure field of an internal fluid-filled channel network and the deformation field of the supporting elastic structure is formulated. In order to derive accurate modeling, the following assumptions are made (Sabeel Khan and Kaneez, 2017; Zhang et al, 2016a): (i) the fluid is incompressible with a constant plug-flow velocity profile; (ii) rotary inertia and shear deformation are neglected; (iii) even though deflections are large, the strain in the system is assumed to be small with the moderate rotation; (iv) plane cross sections remain perpendicular to the beam axis after deformation; and (v) a 2D soft robotic arm model with planar motions are considered.…”
Section: System Description and Problem Formulationmentioning
confidence: 99%