On nonlinear stability analysis of saturated embedded porous nanobeams

被引:30
作者
Civalek, Omer [1 ,2 ]
Uzun, Busra [3 ]
Yayli, Mustafa Ozgur [3 ]
机构
[1] Akdeniz Univ, Fac Engn, Dept Civil Engn, Antalya, Turkiye
[2] China Med Univ, China Med Univ Hosp, Dept Med Res, Taichung, Taiwan
[3] Bursa Uludag Univ, Fac Engn, Dept Civil Engn, Gorukle Campus, TR-16059 Bursa, Turkiye
关键词
Saturated porous materials; Nonlinear effect; Nonlocal strain gradient theory; Arbitrary boundary conditions; Stability; FREE-VIBRATION ANALYSIS; CIRCULAR CYLINDRICAL-SHELLS; LONGITUDINAL VIBRATION; BUCKLING ANALYSIS; NANOTUBES; PLATE; BEAMS; TEMPERATURE; STRESS; MODEL;
D O I
10.1016/j.ijengsci.2023.103898
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this work, the nonlinear stability behaviors of the saturated porous nanobeams embedded in an elastic foundation are investigated. The restrained nanobeam is modeled using geometrical nonlinear equations in conjunction with the constitutive law of saturation. Three patterns for saturation along the thickness of the nanobeam are considered as porous/monotonous, porous/ nonlinear symmetric, and porous/nonlinear non-symmetric distributions. The infinite terms of the power series are discretized thanks to Stokes' transformation and trigonometric series. Then, the effects of saturation and nonlinearity on buckling loads are studied by considering the restrained boundary conditions. Moreover, the nonlinear results are validated with the saturated nanobeam with the rigid supporting conditions.
引用
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页数:24
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