Asymptotic Methods in the Buckling Theory of Elastic Shells

Товстик, П. Е.; Smirnov, Andrei L.

doi:10.1142/9789812794567

Cited by 10 publications

(13 citation statements)

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“…n r (see Figure 1). w (2) l 0 w (3) w (4) w (6) w (5) w (1) If we take the radius R of the cylindrical shell as the characteristic size, then after the separation of variables the dimensionless equations describing vibrations of the shell may be written as ε…”

Section: Basic Equationsmentioning

confidence: 99%

“…Therefore, solutions of equations (3) can not satisfy all boundary conditions of initial eigenvalue problem. The problem of extracting two boundary conditions for equations (3) out of four boundary conditions on the shell edges is discussed in detail in [6]. The boundary conditions for equations (3) in the case of freely supported shell edges have the form…”

Section: First Approximationmentioning

confidence: 99%

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Optimal Design of Vibrating Ring-Stiffened Cylindrical Shell

Filippov¹,

Naumova²

2014

Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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Section: Basic Equationsmentioning

confidence: 99%

Section: First Approximationmentioning

confidence: 99%

Optimal Design of Vibrating Ring-Stiffened Cylindrical Shell

Filippov¹,

Naumova²

2014

Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM

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“…A standard closure due to Kirchoff and Love then gives the following expression for the strain energy, partitioned into a membrane (or 'stretch') contribution U stretch , and a flexural (or 'bend') term U bend [14],…”

Section: (C)mentioning

confidence: 99%

“…[13,14,15,16]. However, the systems mentioned above introduce a complication that has not, to the best of our knowledge, been properly treated, namely that the presence of the incompressible fluid imposes a volume constraint on the space of allowed deformations (on time scales shorter than e.g.…”

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confidence: 99%

Volume-controlled buckling of thin elastic shells: application to crusts formed on evaporating partially wetted droplets

Head¹

2006

J. Phys.: Condens. Matter

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Abstract. Motivated by the buckling of glassy crusts formed on evaporating droplets of polymer and colloid solutions, we numerically model the deformation and buckling of spherical elastic caps controlled by varying the volume between the shell and the substrate. This volume constraint mimics the incompressibility of the unevaporated solvent. Discontinuous buckling is found to occur for sufficiently thin and/or large contact angle shells, and robustly takes the form of a single circular region near the boundary that 'snaps' to an inverted shape, in contrast to externally pressurised shells. Scaling theory for shallow shells is shown to well approximate the critical buckling volume, the subsequent enlargement of the inverted region and the contact line force. The properties of fluid interfaces are strongly modified by the presence of a permeable solid layer [1]. This is deliberately exploited in solid-stabilised or 'Pickering' emulsions, where added colliodal particles become pinned at the liquidliquid interfaces, inhibiting dewetting and vastly reducing droplet coalescence [2,3]. Solid interfacial layers may also form spontaneously, as in the observation of a glassy 'crust' on the surface of evaporating polymer or colloid solutions in thin film [4,5], suspended droplet [6] and partially-wetted droplet [7,8,9,10,11,12] geometries. In all of the above examples, it has been observed that, as the fluid volume(s) change with time, either by evaporation or draining (and might also be expected to occur during Ostwald ripening of emulsions), the interfacial area contracts, compressing the solid layer which then wrinkles or buckles as an elastic sheet. Predicting the onset and nature of this buckling is thus crucial to controlling system evolution and preventing the occurrence of undesired features in any given application.The deformation and buckling of thin elastic shells is a classic problem; see e.g. [13,14,15,16]. However, the systems mentioned above introduce a complication that has not, to the best of our knowledge, been properly treated, namely that the presence of the incompressible fluid imposes a volume constraint on the space of allowed deformations (on time scales shorter than e.g. the evaporation time) [7]. It might be thought that controlling the volume V would be identical to imposing some corresponding pressure P , but this is not necesarily true with regards the stability of the shell: an S-shaped P -V curve would reveal different limit points, and hence distinct buckling events [17,18], depending on which quantity is being controlled (similar to S-shaped flow curves in non-linear rheology, which may be stable under stress control but unstable under an imposed flow rate or vice versa; see e.g. [19]).

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“…Bushnell [2], Григолюк and Кабанов [5], Thompson and Hunt [9] and Tovstik and Smirnov [10]. The problems of strength and stability of dished heads of pressure vessels have been researched for many years and are described in review papers such as: Błachut and Magnucki [1] and Krivoshapko [8].…”

Section: Introductionmentioning

confidence: 99%

Stability Of An Ellipsoidal Head With A Central Nozzle Under Axial Load

Jasion

Magnucki

2015

Archives of Civil Engineering

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The subject of the numerical investigation is an ellipsoidal head with a central (axis-symmetrical) nozzle.The nozzle is loaded by axial load force. The ellipsoidal head is under axial-symmetrical compression load.The numerical FEM model is elaborated. The calculation will provide the critical loads and equilibrium paths for the sample head.. The investigation will measure the influence of the diameter of the nozzle on the critical state of the ellipsoidal head.

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Asymptotic Methods in the Buckling Theory of Elastic Shells

Cited by 10 publications

References 0 publications

Optimal Design of Vibrating Ring-Stiffened Cylindrical Shell

Optimal Design of Vibrating Ring-Stiffened Cylindrical Shell

Volume-controlled buckling of thin elastic shells: application to crusts formed on evaporating partially wetted droplets

Stability Of An Ellipsoidal Head With A Central Nozzle Under Axial Load

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