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B. Tabarrok

Researcher at University of Victoria

Publications -  68
Citations -  1019

B. Tabarrok is an academic researcher from University of Victoria. The author has contributed to research in topics: Finite element method & Buckling. The author has an hindex of 16, co-authored 68 publications receiving 946 citations.

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Finite Element Analysis Of An Axially Moving Beam, Part I: Time Integration

TL;DR: In this article, a variable-domain beam finite element, whose number of elements is fixed, while the sizes of the elements change with time, is derived for axially moving materials.
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Vibration analysis of timoshenko beams with non-homogeneity and varying cross-section

TL;DR: In this article, an analytic solution for free and forced vibrations of stepped Timoshenko beams is presented and used for the approximate analysis of generally non-uniform Timoshenko beam, where the frequency equation is expressed in terms of some initial parameters at one end of the beam; while in the case of forced vibrations, the solution may be obtained by solving a set of algebraic equations with only two unknowns.
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Structural optimization with frequency constraints using the finite element force method

TL;DR: In this article, a structural optimization algorithm is developed to minimize the weight of structures with truss and beam-type members under single- or multiple-frequency constraints, where the cross-sectional areas of the structural members are considered as the design variables.
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Finite Element Analysis Of An Axially Moving Beam, Part II: Stability Analysis

TL;DR: In this paper, the dynamic stability characteristics of the flexible extendible beam are investigated using various extrusion profiles and the effects of physical damping, tip mass, tip support and wall flexibility on the stability of this system are examined.
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Finite element formulation of a tapered Timoshenko beam for free lateral vibration analysis

TL;DR: In this article, a finite element model is developed for free lateral vibration analyses of linearly tapered Timoshenko beams, where shape functions are obtained from the homogeneous solution of the governing equations for static deflections.