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P. A. A. Laura

Bio: P. A. A. Laura is an academic researcher. The author has contributed to research in topics: Stiffening & Cross section (physics). The author has an hindex of 2, co-authored 2 publications receiving 31 citations.

Papers
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TL;DR: In this article, the basic developments of the theory, the controversial second frequency spectrum of Timoshenko beams, cases of non-uniform cross section, presence of rigid masses, realistic end constraints, computer-oriented solutions, dynamic stability situations, and presence of elastic foundations are discussed.
Abstract: Special attention is paid to the basic developments of the theory, the controversial «second frequency spectrum» of Timoshenko beams, cases of non-uniform cross section, presence of rigid masses, realistic end constraints, computer-oriented solutions, dynamic stability situations, and presence of elastic foundations

14 citations


Cited by
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TL;DR: In this article, the effects of a typical shear lap joint on the dynamics of two structures: a beam with a bolted joint in its center and a frame with a fixed shear joint in one of its members.

89 citations

Journal ArticleDOI
Sunil K. Sinha1
TL;DR: In this paper, the dynamic response of a rotating radial cantilever Timoshenko beam clamped at the hub in a centrifugal force field was derived for coupled axial and lateral motions which included the transverse shear and rotary inertia effects, as well as the hyperbolic wave equation governing the axial motion is coupled with the flexural wave equations governing the lateral motion of the beam through the velocity-dependent skew-symmetric Coriolis force terms.
Abstract: Consideration is given to the dynamic response of a Timoshenko beam under repeated pulse loading. Starting with the basic dynamical equations for a rotating radial cantilever Timoshenko beam clamped at the hub in a centrifugal force field, a system of equations are derived for coupled axial and lateral motions which includes the transverse shear and rotary inertia effects, as well. The hyperbolic wave equation governing the axial motion is coupled with the flexural wave equation governing the lateral motion of the beam through the velocity-dependent skew-symmetric Coriolis force terms. In the analytical formulation, Rayleigh–Ritz method with a set of sinusoidal displacement shape functions is used to determine stiffness, mass and gyroscopic matrices of the system. The tip of the rotating beam is subjected to a periodic pulse load due to local rubbing against the outer case introducing Coulomb friction in the system. Transient response of the beam with the tip deforming due to rub is discussed in terms of the frequency shift and non-linear dynamic response of the rotating beam. Numerical results are presented for this vibro-impact problem of hard rub with varying coefficients of friction and the contact-load time. The effects of beam tip rub forces transmitted through the system are considered to analyze the conditions for dynamic stability of a rotating blade with intermittent rub.

85 citations

Journal ArticleDOI
TL;DR: In this paper, the effect of torsional vibration on the lift force of a two-dimensional cylindrical cylinder was investigated. But the effect was not considered for thin ice accretions.

53 citations

Journal ArticleDOI
TL;DR: In this article, a simplified theory for predicting the first-order critical speed of a shear deformable, composite-material driveshaft is presented, where the shaft is modeled as a Bresse-Timoshenko beam generalized to include bending-twisting coupling.
Abstract: A simplified theory for predicting the first-order critical speed of a shear deformable, composite-material driveshaft is presented. The shaft is modeled as a Bresse-Timoshenko beam generalized to include bending-twisting coupling. Numerical results are compared with those for both thin and thick walled shell theories and generalized Bernoulli-Euler theory

49 citations

Journal ArticleDOI
TL;DR: In this article, the static Timoshenko beam functions, which are the complete solutions of a tapered-Timoshenko beam under a Taylor series of static load, are developed, respectively, as the basis functions of the flexural displacement and the angle of rotation due to bending.
Abstract: In this paper the free vibrations of a wide range of tapered Timoshenko beams are investigated. The cross section of the beam varies continuously and the variation is described by a power function of the coordinate along the neutral axis of the beam. The static Timoshenko beam functions, which are the complete solutions of a tapered Timoshenko beam under a Taylor series of static load, are developed, respectively, as the basis functions of the flexural displacement and the angle of rotation due to bending. The Rayleigh-Ritz method is applied to derive the eigenfrequency equation of the tapered Timoshenko beam. Unlike conventional basis functions which are independent of the cross-sectional variation of the beam, these static Timoshenko beam functions vary in accordance with the cross-sectional variation of the beam so that higher accuracy and more rapid convergence have been obtained. Some numerical results are presented for both truncated and sharp-ended Timoshenko beams. On the basis of convergence study and comparison with available results in the literature it is shown that the first few eigenfrequencies can be given with quite good accuracy by using a small number of terms of the static Timoshenko beam functions. Finally, some valuable results are presented systematically.

49 citations