Abstract
From vector equations (1.1), for the cylindrical coordinate system (r, θ, z) , and under the assumption of axial symmetry (causes and effects do not depend on the variable θ), we obtain equations in displacements and rotations for the first axially-symmetric problem represented by the vectors \( u\mathop = \limits^{def} ({u_r},0,{u_z}) \) and \( varphi \mathop = \limits^{def} (0,{\varphi _\theta },0) \) in Ω × T +:
.
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© 2004 Springer-Verlag Berlin Heidelberg
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Dyszlewicz, J. (2004). Axially-symmetric problems. In: Micropolar Theory of Elasticity. Lecture Notes in Applied and Computational Mechanics, vol 15. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-45286-7_3
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DOI: https://doi.org/10.1007/978-3-540-45286-7_3
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-07528-5
Online ISBN: 978-3-540-45286-7
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