Semi-analytical approach for analyzing the nonlinear dynamic torsional buckling of stiffened functionally graded material circular cylindrical shells surrounded by an elastic medium

Dung, Dao Van; Hoa, Le Kha

doi:10.1016/j.apm.2015.03.001

Cited by 18 publications

(1 citation statement)

References 33 publications

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“…26 studied the buckling behavior of FGM cylindrical shell under linearly increasing load. This loading scheme as well seemed in Gao et al., 23 Dung et al., 27 and Bich et al. 28 Nonetheless, there is a different kind of loading model that should be considered, i.e.…”

Section: Introductionmentioning

confidence: 89%

Nonlinear dynamic stability of an imperfect shear deformable orthotropic functionally graded material toroidal shell segments under the longitudinal constant velocity

Ali

Hasan

2019

Proceedings of the Institution of Mechanical Engineers, Part C:

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This study investigates the nonlinear dynamic buckling of the exponentially functionally graded orthotropic toroidal shell segments under constant loading rates under the shear deformation theory with the damping influence. The properties of the shell material are assumed to be graded according to the exponential distribution function through the shell thickness direction. The shear deformation theory with von Karman nonlinearity, Stein and McElman assumption, initial imperfection, and damping effect are adopted to create the theoretical formulations. Nonlinear dynamic stability equation is solved using Galerkin's procedure and the fourth-order Runge–Kutta technique. The dynamic buckling loads are evaluated by using Budiansky–Roth criterion. Moreover, different parameter influences such as geometrical parameters, velocity, imperfections, damping ratios, and nonhomogeneous parameters on the dynamic buckling are examined in detail. The obtained results are validated with the previous publications and the good agreements are shown.

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Section: Introductionmentioning

confidence: 89%

Nonlinear dynamic stability of an imperfect shear deformable orthotropic functionally graded material toroidal shell segments under the longitudinal constant velocity

Ali

Hasan

2019

Proceedings of the Institution of Mechanical Engineers, Part C:

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Recent developments in investigation on buckling and post buckling responses of laminated composite shells

Rajamohan

2017

Polymer Composites

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This paper presents the state of art in the field of composite shells with focus on stress analysis, buckling and post-buckling responses under mechanical and thermal loading. Many researchers have investigated the buckling and post-buckling responses of cylindrical, conical, spherical, thin and thick composite shells with single and doubly curved shells under mechanical and thermal loading. From the literature it can be inferred that hydrostatic pressure, axial compression and thermal environment influence the buckling behavior of laminated composite shell significantly. An effort is taken to review the research on buckling and postbuckling responses of cylindrical and conical shaped shells under mechanical and thermal loading and their behavior during buckling and post-buckling conditions. POLYM. COMPOS., 00:000-000,

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Thermal buckling analysis of stiffened FGM truncated conical shells resting on elastic foundations using FSDT

2018

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Semi-analytical approach for analyzing the nonlinear dynamic torsional buckling of stiffened functionally graded material circular cylindrical shells surrounded by an elastic medium

Cited by 18 publications

References 33 publications

Nonlinear dynamic stability of an imperfect shear deformable orthotropic functionally graded material toroidal shell segments under the longitudinal constant velocity

Nonlinear dynamic stability of an imperfect shear deformable orthotropic functionally graded material toroidal shell segments under the longitudinal constant velocity

Recent developments in investigation on buckling and post buckling responses of laminated composite shells

Thermal buckling analysis of stiffened FGM truncated conical shells resting on elastic foundations using FSDT

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