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Erschienen in: Journal of Elasticity 2/2016

20.08.2015

Decay Estimates for Elastic Cylinders with Mixed Boundary Conditions

verfasst von: Vincenzo Coscia, Antonio Russo

Erschienen in: Journal of Elasticity | Ausgabe 2/2016

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Abstract

The classical Saint-Venant’s problem in cylinders is considered under various boundary conditions and some estimates are proven. In particular, if the cylinder is force free on the mantle and is subject to assigned displacements on the bases, satisfying exact compatibility conditions, then a unique elementary Saint-Venant’s solution can be selected in such a way that it agrees with the rigorous solution to the mixed problem away from the bases.

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Fußnoten
1
For the main notation we follow the classical monograph [7]. In particular, italic light-face letters, small upper-case letters and capital upper-case letters indicate scalars, vectors in \({\Bbb{R}}^{3}\) and second-order tensors (linear maps from \({\Bbb{R}}^{3}\) into itself), respectively; Lin is the linear space of second order tensors and Sym, Skw are the sets of its symmetric and skew elements, respectively. If \(\boldsymbol{u}\) is a regular vector field, then \(\nabla\boldsymbol{u}\) is the second order tensor with components \((\nabla\boldsymbol{u})_{ij}=\partial_{j}u_{i}\) in a orthonormal base \(\{\boldsymbol{e}_{i}\}_{i=1,2,3}\); \(\operatorname{div}\boldsymbol {u}=\operatorname{tr}\nabla\boldsymbol{u}\), \(\Delta\boldsymbol {u}=\operatorname{div}\nabla\boldsymbol{u}\), \(\nabla\boldsymbol{u}^{\top}\) is the transpose of \(\nabla\boldsymbol {u}\) and \(\hat{\nabla}\boldsymbol{u}={\frac{1}{2}}(\nabla\boldsymbol {u}+\nabla\boldsymbol{u}^{\top})\), \(\tilde{\nabla}\boldsymbol{u}={\frac{1}{2}}(\nabla\boldsymbol {u}-\nabla\boldsymbol{u}^{\top})\). The cylinder (1) has length \(2h\) and axis \(\boldsymbol{e}_{3}\), passing through the centroids of the sections \(\mathcal{C}_{x_{3}}\equiv \mathcal{C}\) of the cylinder at \((0,x_{3})\).
 
2
\(W^{1,2}(\varOmega)\) is the ordinary Sobolev space [3], \(W^{1/2,2}(\partial\varOmega)\) is its trace space and \(W^{-1/2,2}(\partial\varOmega)\) is the dual space of \(W^{1/2,2}(\partial\varOmega)\), \(W^{-1/2,2}(\partial\varOmega)= [W^{1/2,2}(\partial\varOmega)]^{*}\). If \(\varSigma\) is a subsurface of \(\partial\varOmega\), \(W^{1/2,2}(\varSigma)=\{\varphi_{\vert\varSigma}, \varphi\in W^{1/2,2}(\partial\varOmega)\}\) and \(W^{-1/2,2}(\varSigma)=\{\varphi\in W^{1/2,2}(\partial\varOmega ):\operatorname{supp} \varphi\subset\varSigma\}^{*}\). To keep notation to the minimum, if \(\psi\in W^{-1/2,2}(\partial\varOmega)\) and \(\varphi\in W^{1/2,2}(\partial\varOmega)\), we use the integral \(\int_{\partial\varOmega}\psi\varphi\) to denote the value of the functional \(\psi\) at \(\varphi\). It will be clear from the context when the integral keeps its usual meaning.
 
3
More recently, Theorem 1 has been extended to cover the case of concentrated forces \(\boldsymbol{s}(\boldsymbol{u})\in W^{-1,q}(\partial\varOmega)\) for some \(q<2\) [16]. In such a case, (12) writes
$$\int_{\varOmega_{R}}|\hat{\nabla}\boldsymbol{u}|^{2}\le c e^{c_{0}(R- h)}\bigl\| \boldsymbol{s}(\boldsymbol{u})\bigr\| _{W^{-1,q}(\partial\varOmega)}^{2}. $$
 
4
Clearly, for \(\beta_{1}=\beta_{3}=0\) we recover the classical Saint-Venant problem.
 
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Metadaten
Titel
Decay Estimates for Elastic Cylinders with Mixed Boundary Conditions
verfasst von
Vincenzo Coscia
Antonio Russo
Publikationsdatum
20.08.2015
Verlag
Springer Netherlands
Erschienen in
Journal of Elasticity / Ausgabe 2/2016
Print ISSN: 0374-3535
Elektronische ISSN: 1573-2681
DOI
https://doi.org/10.1007/s10659-015-9541-6

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