2021
DOI: 10.1016/j.tws.2021.107852
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Dynamic analysis of functionally graded rotating thick truncated cone made of saturated porous materials

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Cited by 34 publications
(11 citation statements)
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“…In which K u , K refer to the bulk modulus in undrained and drained conditions respectively, and C P and C S stand for the fluid and solid compressibility in pores. Thus, the Skempton coefficient defines the effect of fluid compressibility on the elastic modulus and compressibility of the whole porous material [42].…”
Section: Poroelastic Modeling Of Platesmentioning
confidence: 99%
“…In which K u , K refer to the bulk modulus in undrained and drained conditions respectively, and C P and C S stand for the fluid and solid compressibility in pores. Thus, the Skempton coefficient defines the effect of fluid compressibility on the elastic modulus and compressibility of the whole porous material [42].…”
Section: Poroelastic Modeling Of Platesmentioning
confidence: 99%
“…Madenci and Ozkili [ 28 ] explored the influence of porosity on free vibration analysis of FG beams with different boundary conditions using different analytical and numerical approaches. Babaei et al [ 29 ] performed the dynamic analysis of FG-saturated porous rotating thick truncated cones using the graded finite elements and Newmark method. Dat et al [ 30 ] numerically investigated the influence of CNTs, porosity, and thermo-mechanical loading on the vibration and dynamic response of the sandwich FG-CNTRC composite plates based on the higher-order shear deformation theory.…”
Section: Introductionmentioning
confidence: 99%
“…They have focused on the mechanical behavior in different shapes and dimensions, such as shells with circular cross-sections, 3,4 squareness 5,6 and also conical shells with a variety of materials, such as aluminum, steel, composites, and foams. [7][8][9] These investigations resulted in the development of efficient numerical and experimental tools for analyzing the mechanical behavior of the structures with different boundary conditions and loadings (static and dynamic).…”
Section: Introductionmentioning
confidence: 99%