2017
DOI: 10.1061/(asce)em.1943-7889.0001090
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Dynamic Stability of Axially Loaded Nonlocal Rod on Generalized Pasternak Foundation

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Cited by 12 publications
(4 citation statements)
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“…α 0 (|x − x | , e 1 a) and α 1 (|x − x | , e 1 a) are the nonlocal functions for the classical stress tensor and the strain gradient stress tensor, respectively. The nonlocal strain gradient theory states the total stress tensor accounts for not only nonlocal stress tensor but also strain gradient stress tensor [38] t i j = σ i j − ∇σ (1) i jm (2) Here ∇ is the Laplacian operator.…”
Section: Nonlocal Strain Gradient Theorymentioning
confidence: 99%
See 1 more Smart Citation
“…α 0 (|x − x | , e 1 a) and α 1 (|x − x | , e 1 a) are the nonlocal functions for the classical stress tensor and the strain gradient stress tensor, respectively. The nonlocal strain gradient theory states the total stress tensor accounts for not only nonlocal stress tensor but also strain gradient stress tensor [38] t i j = σ i j − ∇σ (1) i jm (2) Here ∇ is the Laplacian operator.…”
Section: Nonlocal Strain Gradient Theorymentioning
confidence: 99%
“…It has been shown by many studies that the nonlocal effect potentially plays a important role in studying the sizedependent effect on the vibration of rods [2][3][4][5], beams [6][7][8][9][10][11][12][13] and plates [14][15][16][17]. Most works studied these size-dependent effects based on the nonlocal model in differential form.…”
Section: Introductionmentioning
confidence: 98%
“…The choice of and , which is a generalization of the standard Zener model, was proposed in [ 235 ] and used in [ 245 ] to study the lateral vibrations of viscoelastic rod. DO models were also used to analyze the influence of viscoelastic foundations on the dynamic stability of local and nonlocal rods [ 246 ]. Similarly, Varghaei et al [ 247 ] investigated the nonlinear vibration of viscoelastic beams using a generalized Kelvin–Voigt model implemented via DO derivatives.…”
Section: Applications To Viscoelasticitymentioning
confidence: 99%
“…Moreover, Zhang et al [13] applied Eringen's elasticity theory to present the scale parameter coefficients for the natural vibrations and buckling behavior of simply supported rectangular plates. Further studies about this topic were examined by other authors [14][15][16][17][18][19][20][21][22][23][24][25][26][27][28][29][30][31].…”
Section: Introductionmentioning
confidence: 99%