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contributor authorXu, Yuqian;Wei, Peijun;Huang, Yishuang
date accessioned2022-12-27T23:21:32Z
date available2022-12-27T23:21:32Z
date copyright8/11/2022 12:00:00 AM
date issued2022
identifier issn1048-9002
identifier othervib_144_6_061002.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4288459
description abstractThe traveling and standing flexural waves in the microbeam are studied based on the fraction-order nonlocal strain gradient elasticity in the present paper. First, the Hamilton’s variational principle is used to derive the governing equations and the boundary conditions with consideration of both the nonlocal effects and the strain gradient effects. The fraction-order derivative instead of the integer-order derivative is introduced to make the constitutive model more flexible while the integer-order constitutive model can be recovered as a special case. Then, the Euler–Bernoulli beam and the Timoshenko beam are both considered, and the corresponding formulations are derived. Two problems are investigated: (1) the dispersion of traveling flexural waves and the attenuation of the standing waves in the infinite beam and (2) the natural frequency of finite beam. The numerical examples are provided, and the effects of the nonlocal and the strain gradient effects are discussed. The influences of the fraction-order parameters on the wave motion and vibration behavior are mainly studied. It is found that the strain gradient effects and the nonlocal effect have opposite influences on the wave motion and vibration behavior. The fraction order also has evident influence on the wave motion and vibration behavior and thus can refine the prediction of the model.
publisherThe American Society of Mechanical Engineers (ASME)
titleTraveling and Standing Flexural Waves in the Micro-Beam Based on the Fraction-Order Nonlocal Strain Gradient Theory
typeJournal Paper
journal volume144
journal issue6
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4054977
journal fristpage61002
journal lastpage61002_15
page15
treeJournal of Vibration and Acoustics:;2022:;volume( 144 ):;issue: 006
contenttypeFulltext


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