2009
DOI: 10.1007/s00707-009-0154-7
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Finite deformation of thin shells in the context of analytical mechanics of material surfaces

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Cited by 42 publications
(50 citation statements)
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“…Each particle can be interpreted as a material unit normal (a needle), such that no virtual work is produced on its "drilling" rotations. This determines the equation of virtual work and the resulting theory in the purely elastic case; see [36,37]. The complete system of equations of the electromechanically coupled problem at hand is again provided by a variational principle after assigning an electrical variable ϕ, which has the meaning of the potential difference over the thickness, to each particle of the material surface.…”
Section: Finite Deformations Of Piezoelastic Shells As Materials Surfacesmentioning
confidence: 99%
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“…Each particle can be interpreted as a material unit normal (a needle), such that no virtual work is produced on its "drilling" rotations. This determines the equation of virtual work and the resulting theory in the purely elastic case; see [36,37]. The complete system of equations of the electromechanically coupled problem at hand is again provided by a variational principle after assigning an electrical variable ϕ, which has the meaning of the potential difference over the thickness, to each particle of the material surface.…”
Section: Finite Deformations Of Piezoelastic Shells As Materials Surfacesmentioning
confidence: 99%
“…For a presentation with coordinates on the surface, see [13,36] as well as the finite element implementation in Sect. 5.2.…”
Section: Finite Deformations Of Piezoelastic Shells As Materials Surfacesmentioning
confidence: 99%
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“…Für weitere Details verweisen wir auf Eliseev and Vetyukov [20]. δA i ist die virtuelle Arbeit der inneren Kräfte pro Flächeneinheit in der Referenzkonfiguration.…”
Section: Schalengleichungenunclassified
“…The equations of the theory of shells as material surfaces with particles having five degrees of freedom are used [11,12]. Important role is played by the conditions of compatibility for the corresponding strain tensors, which allow us to solve the problem in two stages: firstly, the asymptotics for the field of stresses is determined, and only afterwards the displacements are analyzed.…”
mentioning
confidence: 99%