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BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI

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<strong>BULETINUL</strong> <strong>INSTITUTULUI</strong> <strong>POLITEHNIC</strong> <strong>DIN</strong> <strong>IAŞI</strong><br />

Publicat de<br />

Universitatea Tehnică „Gheorghe Asachi” din Iaşi<br />

Tomul LVIII (LXII), Fasc. 3, 2012<br />

Secţia<br />

MATEMATICĂ. MECANICĂ TEORETICĂ. FIZICĂ<br />

ON SOME AXIAL-SYMMETRIC PROBLEMS OF THE<br />

MICROPOLAR ELASTICITY THEORY<br />

BY<br />

ION CRĂCIUN ∗<br />

“Gheorghe Asachi” Technical University of Iaşi,<br />

Department of Mathematics and Informatics<br />

Received: May 28, 2012<br />

Accepted for publication: July 20, 2012<br />

Abstract. The steady vibrations of the linear theory of micropolar elasticity<br />

of an isotropic, homogeneous, and centrosymmetric elastic body occupying the<br />

three dimensional region B are considered. A generalized Galerkin representation<br />

of a regular solution of basic differential equations in B of this theory is given. In<br />

the case of cylindrical coordinates (, r θ, z)<br />

under the assumption of axially<br />

symmetry (causes and effects do not depend of the variable θ), from governing<br />

equations in the amplitudes of displacement and rotation vectors we obtain two<br />

independently systems, each one containing three partial differential equations.<br />

The unknowns of the second system are the second component of the amplitude<br />

of displacement vector u, and the first and the third components of the amplitude<br />

of rotation vector φ , all depending only of variables r and z in B, for each θ.<br />

The aim of this paper is the study of such obtained system. Thus, the Galerkin<br />

representation of a regular solution by stress functions is obtained, the actions<br />

both of body and couple-body loadings are analysed, and the action of a<br />

concentrated couple-body is considered.<br />

Key words: micropolar elasticity; axially-symmetric problems; stress<br />

functions; concentrated loadings.<br />

1. Introduction<br />

The classical theory of elasticity is inadequate to represent the behaviour<br />

of certain materials such as polycrystalline materials, granular bodies, bodies<br />

∗ e-mail: ialcraciun@yahoo.com

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