2013
DOI: 10.1016/j.compstruct.2013.03.001
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Mechanical behavior analysis of size-dependent micro-scaled functionally graded Timoshenko beams by strain gradient elasticity theory

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Cited by 46 publications
(14 citation statements)
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“…Therefore, Tajalli et al [334] improved the previous strain gradient TBT model by accounting for the variation of the material length scale parameter across the beam thickness. Case studies on static bending and free vibration problems confirmed that the aforementioned assumption of constant material length scale parameters seems to be inaccurate [334].…”
Section: Beam Models 421 Strain Gradient Models Based On the Ebtmentioning
confidence: 99%
“…Therefore, Tajalli et al [334] improved the previous strain gradient TBT model by accounting for the variation of the material length scale parameter across the beam thickness. Case studies on static bending and free vibration problems confirmed that the aforementioned assumption of constant material length scale parameters seems to be inaccurate [334].…”
Section: Beam Models 421 Strain Gradient Models Based On the Ebtmentioning
confidence: 99%
“…They found that, crack in the beam structure can increase the maximum deflection of the loaded beam considerably. Similar investigation on the Timoshenko beam structure and Crack simulation in composite beam were studied in the few literatures [11][12][13][14][15]. Vibration analysis of cracked functionally graded beam was carried out by Kitipornchai et al [16].…”
Section: Introductionmentioning
confidence: 98%
“…Often molecular dynamics (MD) simulations and continuum mechanics models are used to deal with the theoretical analysis and numerical simulations of small-scaled structures. Since MD simulation is complex and time consuming, continuum mechanics models are often used to predict of the mechanical characteristics and physical phenomenons of smallscaled structures, including classical continuum models [9][10][11][12][13] and nonlocal continuum theory [14][15][16][17][18][19][20][21][22][23][24][25][26][27][28], modified couple stress models [29][30][31][32][33][34][35][36][37][38][39] and strain gradient theory [40][41][42][43][44][45][46][47].…”
Section: Introductionmentioning
confidence: 99%