2014
DOI: 10.5923/j.mechanics.20140403.03
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Free Vibration Analysis of Beams Considering Different Geometric Characteristics and Boundary Conditions

Abstract: In this study, free vibration of square cross-sectioned aluminum beams is investigated analytically and numerically under four different boundary conditions: Clamped-Clamped (C-C), Clamped-Free (C-F), Clamped-Simply Supported (C-SS) and Simply Supported-Simply Supported (SS-SS). Analytical solution is carried out using Euler-Bernoulli beam theory and Newton Raphson Method. First, the equations of motion are provided. Then, solutions including the effects of the geometric characteristics, and boundary condition… Show more

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Cited by 30 publications
(35 citation statements)
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“…Because of the various difficulties in experimental studies, the researchers have tended to continuum mechanics approaches. However, the classical continuum models which are successful for modelling of macro-sized structural elements [5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20][21][22] fail to predict the mechanical behavior characteristics of small-sized structures. Consequently, several non-classical continuum theories have been developed such as couple stress theory [23][24][25], micropolar theory [26], nonlocal elasticity theory [27,28] and strain gradient theories [29][30][31][32] to determine the mechanical responses of such structures.…”
Section: Introductionmentioning
confidence: 99%
“…Because of the various difficulties in experimental studies, the researchers have tended to continuum mechanics approaches. However, the classical continuum models which are successful for modelling of macro-sized structural elements [5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20][21][22] fail to predict the mechanical behavior characteristics of small-sized structures. Consequently, several non-classical continuum theories have been developed such as couple stress theory [23][24][25], micropolar theory [26], nonlocal elasticity theory [27,28] and strain gradient theories [29][30][31][32] to determine the mechanical responses of such structures.…”
Section: Introductionmentioning
confidence: 99%
“…Substituting boundary conditions given in Eqs (11)(12)(13)(14) into Eq. (8) separately; and then after some mathematical operations, the frequency parameters of the beam, L    , are www.ijacsa.thesai.org obtained for the first ten modes.…”
Section: Mathematical Modelling Of the Problemmentioning
confidence: 99%
“…Vibration analyses of structural systems have been performed with the aid of different methods [6][7][8][9][10][11][12][13][14][15]. However, the complex shaped structures may be analyzed with soft computing techniques more easily.…”
Section: Introductionmentioning
confidence: 99%
“…(2), the workpiece displacement can be expanded as [3] X w ðt; SÞ ¼ X n i¼1 X i ðtÞ sinhðk i LÞ À sinðk i LÞ cosðk i LÞ À coshðk i LÞ…”
Section: Dde Modelmentioning
confidence: 99%