2017
DOI: 10.1016/j.compstruct.2016.10.006
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Analytical investigation on mechanical buckling of FGM truncated conical shells reinforced by orthogonal stiffeners based on FSDT

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Cited by 61 publications
(9 citation statements)
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“…Several other researches can be found in the literature dealing with the Buckling and thermal stability of the functionally graded conical shells stiffened with orthogonal stiffeners. 5,6 However, rare investigations have been carried out about the buckling behavior of composite lattice conical shells with helical stiffeners. [7][8][9] A full literature review of recent works on the free vibrational and buckling behavior of stiffened conical shells have been given in a series of papers by Zarei et al [10][11][12] and will not be repeated here, and the literature review will be hereafter focused on the application of the VCT for these structures.…”
Section: Remarks and Motivations Of The Researchmentioning
confidence: 99%
“…Several other researches can be found in the literature dealing with the Buckling and thermal stability of the functionally graded conical shells stiffened with orthogonal stiffeners. 5,6 However, rare investigations have been carried out about the buckling behavior of composite lattice conical shells with helical stiffeners. [7][8][9] A full literature review of recent works on the free vibrational and buckling behavior of stiffened conical shells have been given in a series of papers by Zarei et al [10][11][12] and will not be repeated here, and the literature review will be hereafter focused on the application of the VCT for these structures.…”
Section: Remarks and Motivations Of The Researchmentioning
confidence: 99%
“…As is different from the available works [55,56], where the discrete stiffener are smeared out over the respective spacing, in the present paper, we model the stiffeners as Euler-Bernoulli beams under the hypothesis that normals to the cylindrical shell and stiffeners remain normal after the deflection. Thus, following the Kirchhoff-Love classical assumptions [52] the displacement field can be expressed as…”
Section: Fundamental Equationsmentioning
confidence: 99%
“…In the field of mechanical response of conical shell, Demir et al [2] presented buckling of conical shells utilizing Donnell theory of shell and method of discrete singular convolution. Van Dung and Quang Chan [3] studied buckling behavior of functionally graded (FG) conical truncated shells under the external uniform pressure using exact solution. Thermo-mechanical buckling of a FG truncated conical shell armed by carbon nanotubes (CNTs) were investigated by Duc et al [4].…”
Section: Introductionmentioning
confidence: 99%