39 research outputs found
Nonlinear vibration and Supersonic Flutter of Conical Shells
Résumé
Les coques coniques sont utilisĂ©es dans la conception dâune variĂ©tĂ© de composants de
véhicules aérospatiaux, allant des réservoirs de carburant externes des avions de chasse
aux lanceurs de satellites. Par consĂ©quent, lâanalyse de leurs comportements dynamique
et aéroélastique est de grande importance pour la conception de ces structures. Depuis
que des Ă©tudes expĂ©rimentales ont rapportĂ© que le flottement supersonique se produit Ă
des amplitudes ayant le mĂȘme ordre de grandeur que lâĂ©paisseur de la coque, les thĂ©ories
géométriques non-linéaires des coques sont de plus en plus utilisées. Ces derniÚres permettent
une meilleure compréhension du phénomÚne et des résultats plus précis. Plusieurs
théories des coques basées sur différentes hypothÚses simplificatrices de la cinématique
non linéaire ont été développées au cours des derniÚres décennies, y compris les théories
des coques de Donnell, de Sanders et de Novozhilov. Ces théories se distinguent principalement
par leurs différentes hypothÚses dans le développement des relations de déplacements
Ă la surface moyenne de la coque. La thĂ©orie de Donnell a introduit lâeffet non
linéaire du second ordre du déplacement normal à la surface moyenne lors du développement
de la déformation dans le plan. La théorie de Sanders utilise la forme exacte des
équations de « petites déformations » pour les déformations membranaires et un ensemble
dâĂ©quations linĂ©arisĂ©es pour les changements des courbures et des torsions de
la surface de référence. Plus récemment, Nemeth a développé une théorie qui utilise les
relations exactes non linéaires de déformation-déplacement avec des hypothÚses de rotations
modérées et de petites déformations. Cette théorie peut reproduire la théorie de
Donnell et celle de Sanders en tant que cas particuliers, tout en offrant la possibilité de
mener une étude comparative entre les prédictions de ces deux théories. Les relations
dĂ©formation-dĂ©placement peuvent ĂȘtre utilisĂ©es pour obtenir les Ă©quations dâĂ©quilibre
et du mouvement des coques. La discrétisation de ces équations est faite en utilisant la
méthode des éléments finis (MEF). Un avantage attrayant de cette méthode est sa flexibilité
supĂ©rieure dans la gestion de diffĂ©rentes conditions aux limites. Lâobjectif de cette
thĂšse est dâĂ©tudier les vibrations non linĂ©aires et le flottement supersonique des coques coniques tronquĂ©es. Une formulation par la MEF hybride est dâabord dĂ©veloppĂ©e sur
la base de la solution exacte de la théorie améliorée de la premiÚre approximation de
Sanders pour les coquilles minces. Par la suite, les équations non linéaires du mouvement
des coques ont été obtenues en utilisant la méthode des coordonnées généralisées
et des théories de coques non linéaires. Les coordonnées généralisées ont été choisies en
fonction du dĂ©placement nodaux de la coque. Lâinteraction fluide-structure induite par
lâĂ©coulement supersonique a Ă©tĂ© modĂ©lisĂ©e en utilisant la thĂ©orie de piston. Les effets
de raidissement dus aux charges axiales et à la pression interne ont également été modélisés
en les exprimant en termes des déplacements nodaux. Pour obtenir la réponse non
linéaire de la vibration de la coque sans fluide, un algorithme a été développé basé sur la
mĂ©thode de rĂ©ponse harmonique modifiĂ©e et sur lâapproche de Galerkin dans le domaine
temporel. Cet algorithme peut fournir la fréquence de vibration non linéaire en fonction
de la variation de lâamplitude de vibration. Une version amĂ©liorĂ©e du ce mĂȘme algorithme
a également été utilisée pour obtenir la réponse de flottement supersonique. Le modÚle
dĂ©veloppĂ© et lâoutil numĂ©rique ont la capacitĂ© dâeffectuer les analyses suivantes:
i) Prédiction des vibrations naturelles linéaires des coques coniques tronquées sous
pression et/ou sous charges axiales. Différents schémas de conditions aux limites ont pu
ĂȘtre Ă©tudiĂ©s et les prĂ©dictions obtenues sont en bon accord avec les rĂ©sultats expĂ©rimentaux
rapportés dans la littérature. ii) Prédiction du début de divergence et du flottement
linéaire des coques coniques tronquées sous pression et/ou sous charges axiales pour différentes
conditions aux limites. Les prédictions de cette méthode ont été validées positivement
par des expériences sélectionnées dans la littérature. Les réservoirs sous pression
se sont révélés déstabilisés à des pressions dynamiques plus élevées. iii) Prédiction des
vibrations non linéaires des coques coniques tronquées à vide prédite par les théories de
Donnell, Sanders et Nemeth. La réponse axisymétrique des coques coniques tronquées
Ă©tudiĂ©es a dĂ©montrĂ© un comportement de durcissement selon des courbes de lâĂ©pine dorsale.
Dans les cas étudiés, bien que de légÚres différences entre la force des prédictions de
la cinĂ©matique non linĂ©aire de Donnell et deux autres thĂ©ories aient pu ĂȘtre identifiĂ©es,
il a été constaté que les différences entre les prédictions des théories de Sanders et de
Nemeth sont nĂ©gligeables. Par consĂ©quent, en raison de son coĂ»t de calcul moins cher, la coniques tronquĂ©es. Une formulation par la MEF hybride est dâabord dĂ©veloppĂ©e sur
la base de la solution exacte de la théorie améliorée de la premiÚre approximation de
Sanders pour les coquilles minces. Par la suite, les équations non linéaires du mouvement
des coques ont été obtenues en utilisant la méthode des coordonnées généralisées
et des théories de coques non linéaires. Les coordonnées généralisées ont été choisies en
fonction du dĂ©placement nodaux de la coque. Lâinteraction fluide-structure induite par
lâĂ©coulement supersonique a Ă©tĂ© modĂ©lisĂ©e en utilisant la thĂ©orie de piston. Les effets
de raidissement dus aux charges axiales et à la pression interne ont également été modélisés
en les exprimant en termes des déplacements nodaux. Pour obtenir la réponse non
linéaire de la vibration de la coque sans fluide, un algorithme a été développé basé sur la
mĂ©thode de rĂ©ponse harmonique modifiĂ©e et sur lâapproche de Galerkin dans le domaine
temporel. Cet algorithme peut fournir la fréquence de vibration non linéaire en fonction
de la variation de lâamplitude de vibration. Une version amĂ©liorĂ©e du ce mĂȘme algorithme
a également été utilisée pour obtenir la réponse de flottement supersonique. Le modÚle
dĂ©veloppĂ© et lâoutil numĂ©rique ont la capacitĂ© dâeffectuer les analyses suivantes:
i) Prédiction des vibrations naturelles linéaires des coques coniques tronquées sous
pression et/ou sous charges axiales. Différents schémas de conditions aux limites ont pu
ĂȘtre Ă©tudiĂ©s et les prĂ©dictions obtenues sont en bon accord avec les rĂ©sultats expĂ©rimentaux
rapportés dans la littérature. ii) Prédiction du début de divergence et du flottement
linéaire des coques coniques tronquées sous pression et/ou sous charges axiales pour différentes
conditions aux limites. Les prédictions de cette méthode ont été validées positivement
par des expériences sélectionnées dans la littérature. Les réservoirs sous pression
se sont révélés déstabilisés à des pressions dynamiques plus élevées. iii) Prédiction des
vibrations non linéaires des coques coniques tronquées à vide prédite par les théories de
Donnell, Sanders et Nemeth. La réponse axisymétrique des coques coniques tronquées
Ă©tudiĂ©es a dĂ©montrĂ© un comportement de durcissement selon des courbes de lâĂ©pine dorsale.
Dans les cas étudiés, bien que de légÚres différences entre la force des prédictions de
la cinĂ©matique non linĂ©aire de Donnell et deux autres thĂ©ories aient pu ĂȘtre identifiĂ©es,
il a été constaté que les différences entre les prédictions des théories de Sanders et de
Nemeth sont nĂ©gligeables. Par consĂ©quent, en raison de son coĂ»t de calcul moins cher, la thĂ©orie de Sanders peut ĂȘtre utilisĂ©e pour les classes de coques Ă©tudiĂ©es dans les travaux en
cours. iv) Prédiction du comportement de flottement supersonique non linéaire de cÎnes
tronqués sous pression et/ou sous charges axiales pour les trois théories non linéaires
susmentionnées. Pour les cas étudiés, la cinématique non linéaire a diminué la stabilité
de la coque lorsquâelle est exposĂ©e au champ dâĂ©coulement supersonique. Les vibrations
non linéaires et le flottement ont été validés par les cas rapportés de coques cylindriques,
qui ont Ă©tĂ© simulĂ©es via un cĂŽne tronquĂ© avec un angle de cĂŽne trĂšs petit. Lâapplication
de la MEF permet la modélisation de différentes conditions aux limites et géométries des
coques coniques tronquées. Ce programme, en comparaison avec les logiciels commerciaux,
est moins coûteux en termes de calcul et il capable de modéliser comportement non
linéaire qui reste une tùche difficile pour beaucoup de logiciel.
----------Abstract
Conical shells have important applications in the design of a variety of aerospace vehicles,
ranging from external fuel tanks of fighter jets to satellite launch vehicles. Hence, vibrational
and aeroelastic analyses are important criteria in the design of these structures.
Since experimental studies have reported that supersonic flutter occurs at amplitudes
with the same order of magnitude as the thickness of the shell, geometrically nonlinear
shell theories can provide a better and more accurate understanding of these problems.
Different shell theories with different levels of approximation and simplifying assumptions
for nonlinear kinematics have been developed in past decades, including Donnellâs,
Sandersâ and Novozhilovâs shell theories. The differences between these theories mostly
can be attributed to their different assumptions in the development of the strain-displacement
relationship on the middle surface of the shell. Donnellâs theory introduced the secondorder
nonlinear effect of normal-to-surface displacement in developing the in-plane strain.
Sandersâ theory employed the exact form of the âsmall-strainâ equations for the membrane
strains and a set of linearized equations for the changes in the reference-surface
curvature and torsions. More recently, Nemeth developed a theory that employed the
exact nonlinear strain-displacement relations with presumptions of moderate rotations
and small strains. This theory can reproduce Donnellâs and Sandersâ theories as an explicit
subset while providing an opportunity to conduct a comparative study between the
predictions of those theories. The strain-displacement relationships can be employed to
obtain the equilibrium and equations of motion for shells.One important family of discretization
of these equations is the finite elements method (FEM). One attractive advantage
of the FEM is its superior flexibility in handling different boundary conditions. The
objective of this thesis is to investigate the nonlinear vibration and supersonic flutter of
truncated conical shells.
In this thesis, a hybrid FEM formulation is first developed based on the exact solution of
Sandersâ improved first-approximation theory for thin shells. Then, utilizing the generalized
coordinates method and nonlinear shell theories, the nonlinear equations of motion for shells were obtained. The generalized coordinates were chosen in terms of the nodal
displacement of the shell. Fluid structure interaction as a result of exposure to the supersonic
flow was modeled using the piston theory. The effects of axial loads and internal
pressure were also modeled in terms of nodal displacements. To obtain the nonlinear
response of the shellâs vibration in vacuo, an algorithm was developed based on the modified
harmonic response method that employed Galerkinâs approach in the time domain.
This algorithm can provide the nonlinear vibration frequency as a result of the variation
in vibration amplitude. An improved version of the same algorithm was also used to obtain
the supersonic flutter response. The developed model and numerical tool have the
capability to perform the following analyses:
i) Prediction of linear natural vibration of pressurized truncated conical shells under axial
loads. Different schemes for boundary conditions could be studied and the predictions
found to be in good accordance with the experimental results reported in literature.
ii) Prediction of linear flutter onset and divergence of pressurized truncated conical shells
under axial loads under different boundary conditions. The predictions of this method
were validated against selected experiments in the literature with good agreement. The
pressurized shells were found to be destabilized at higher dynamic pressures.
iii) Prediction of nonlinear vibration of truncated conical shells in vacuo predicted by
Donnellâs, Sandersâ and Nemethâs theories. The axisymmetric response of the studied
truncated conical shells demonstrated a hardening behavior in the backbone curves. In
the studied cases, while slight differences between the strength of predictions of Donnellâs
nonlinear kinematics and two other theories could be identified, it was found that
the differences between the predictions of Sandersâ and Nemethâs theories were negligible.
Hence, due to its less expensive computational cost, Sandersâ theory can be used for
the classes of shells investigated in the current work.
iv) Prediction of nonlinear supersonic flutter behavior of pressurized truncated conical
shells under axial loads for three selected nonlinear theories. For the studied cases, the
nonlinear kinematics decreased the shellâs stability when it was exposed to the supersonic
flow field. Both nonlinear vibration and flutter were validated against reported cases of cylindrical shells, which were simulated via a truncated cone with a very small cone angle.
The developed FEM application can be used to model different boundary conditions
and geometries of truncated conical shells.
Both nonlinear vibration and flutter were validated against reported cases of cylindrical
shells which were simulated via a truncated cone with a very small cone angle. The developed
FEM application can be used to model different boundary conditions and geometries
of truncated conical shells. This program in comparison to general application commercial
applications is computationally less expensive and can model nonlinear behaviors
that are difficult to model with them
Conflict resolution in the multi-stakeholder stepped spillway design under uncertainty by machine learning techniques
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Nonlinear vibration of truncated conical shells : Donnell, Sanders and Nemeth theories
The formulation of nonlinear kinematics of shells in three different shell theories namely Donnell, Sanders
and Nemeth including shear deformation for anisotropic materials is presented. A finite element solution
for the equilibrium equations of Sanderâs improved first-approximation theory is developed and has been
used to develop the nonlinear finite element amplitude equation of vibration of conical shells of Donnell,
Sanders and Nemeth theories using generalized coordinates methods and Lagrange equations of motions.
The amplitude equation of nonlinear vibration of conical shell has been solved for multiple cases of
isotropic materials with neglecting the shear deformation. Linear vibration frequencies for different
conical shells with different materials, geometry and boundary conditions are validated against the existing
experimental data in the literature and show excellent agreement. The nonlinear vibration results have
been validated against the existing data for cylindrical shells and demonstrate good accordance. The
validated model has been used to investigate effect of different parameters including circumferential mode
number, cone-half angle, length to radius ratio, thickness to radius ratio and boundary conditions
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