Elastic stability of thin-walled cylindrical and conical shells under combined internal pressure and axial compression

Weingarten, V. I.; Morgan, E. J.; Seide, Paul

doi:10.2514/3.3064

Cited by 53 publications

(9 citation statements)

References 3 publications

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“…Two sets of nickel specimen having cone angle of 20 and 40 degree, and having constant wall thickness, were tested using Olsen Universal testing machine. A similar experiment is described in Refs [36,37] by Weingarten et al on Mylar and welded steel cones under axial compression. Arbocz [38], investigated the effect of cone angle and initial axisymmetric imperfections on the elastic buckling load of cones under axial compression.…”

Section: Buckling Experiments On Axially Compressed Conesmentioning

confidence: 70%

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A survey of buckling of conical shells subjected to axial compression and external pressure

Ifayefunmi¹

2014

JESTR

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The paper reviews literature on buckling of conical shells subjected to three loading conditions: (i) axial compression only, (ii) external pressure only and (iii) combined loading. The review is from the theoretical as well as experimental points of view. This review covers known experiments on cones from (1958 -2012). The literature review is split thematically into the following categories: theoretical prediction of axially compressed cones, theoretical prediction of externally pressurized cones, theoretical prediction of cones under combined loading, buckling experiments on axially compressed cones, buckling experiments on externally pressurized cones, buckling experiments on cones subjected to combined loading, buckling experiments on composite conical shells, equivalent cylinder approach, effect of initial geometric imperfection on the buckling behaviour of cones and effect of imperfect boundary conditions on the buckling behaviour of cones.

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Section: Buckling Experiments On Axially Compressed Conesmentioning

confidence: 70%

“…Results for Mylar cone under combined internal pressure and axial compression can be found in Ref. [37]. In Ref.…”

Section: Buckling Experiments On Cones Subjected To Combined Loadingmentioning

confidence: 99%

A survey of buckling of conical shells subjected to axial compression and external pressure

Ifayefunmi¹

2014

JESTR

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“…Previously reported experimental studies [1] show that the experimental values of critical load are much lower and the data has a larger scatter band when compared with the results predicted by the linear theories of buckling. It is widely accepted that the result is caused by the original defects of structures.…”

Section: Introductionmentioning

confidence: 78%

Analytical Model and Numerical Simulation for the Effect of Uncertain Initial Geometrical Imperfection on the Buckling of Thin Plate

Zhang¹,

Xiao²,

Qiang³

et al. 2017

Proceedings of the 2017 5th International Conference on Frontiers of Manufacturing Science and Measuring Technology (FMSMT 2017

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Abstract. Due to the uncertainty of the initial geometrical imperfection, it is difficult to evaluate its influence on bucking behavior of structures. In this study, the double trigonometric series is adopted to describe the initial geometric imperfection and the deformed deflection, and then the relation between them is deduced from the bending equilibrium equation. Therefore, the total displacement can be obtained by superposing these two deflections. Based on this analytical model, the range of the maximum deformation is determined by Monte Carlo simulation. The analysis provides a new analytical model for the buckling problem of plate with uncertain initial geometrical imperfection.

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“…Weigarten and Seide [9] studied the stability of conical shells under an axial compression and external pressure. The same workers [10] considered the stability of conical shells under a combined axial compression and internal pressure. Thermal and mechanical buckling of conical shells was investigated by Eslami and Rafeeyan [11].…”

Section: Introductionmentioning

confidence: 99%

Thermomechanical instability of functionally graded truncated conical shells with temperature-dependent material

Naj

Boroujerdy

Eslami

2008

The Journal of Strain Analysis for Engineering Design

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The thermomechanical instability of truncated conical shells made of functionally graded material under different uniform temperature rises is studied in this paper. It is assumed that the shell is a mixture of metal and ceramic, where its properties change as functions of the shell thickness. The mechanical properties of metal and ceramic are assumed to be temperature dependent. The governing equations are based on the first-order theory of shells and the Sanders non-linear kinematics equations. The results are obtained under different thermal conditions for three types of mechanical loading, namely hydrostatic pressure, axial compressive loading, and their combination. The results are validated with the known data in the literature.

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Elastic stability of thin-walled cylindrical and conical shells under combined internal pressure and axial compression

Cited by 53 publications

References 3 publications

A survey of buckling of conical shells subjected to axial compression and external pressure

A survey of buckling of conical shells subjected to axial compression and external pressure

Analytical Model and Numerical Simulation for the Effect of Uncertain Initial Geometrical Imperfection on the Buckling of Thin Plate

Thermomechanical instability of functionally graded truncated conical shells with temperature-dependent material

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