A variant of the linear isotropic indeterminate couple-stress model with symmetric local force-stress, symmetric nonlocal force-stress, symmetric couple-stresses and orthogonal boundary conditions

Author:

Ghiba Ionel-Dumitrel1,Neff Patrizio2,Madeo Angela3,Münch Ingo4

Affiliation:

1. Lehrstuhl für Nichtlineare Analysis und Modellierung, Fakultät für Mathematik, Universität Duisburg-Essen, Essen, Germany; Alexandru Ioan Cuza University of Iaşi, Department of Mathematics, Iaşi, Romania; Octav Mayer Institute of Mathematics of the Romanian Academy, Iaşi Branch, Iaşi, Romania; Institute of Solid Mechanics, Romanian Academy, Bucharest, Romania

2. Lehrstuhl für Nichtlineare Analysis und Modellierung, Fakultät für Mathematik, Universität Duisburg-Essen, Essen, Germany

3. Laboratoire de Génie Civil et Ingénierie Environnementale, Université de Lyon-INSA, Villeurbanne Cedex, France; International Center M&MOCS ‘Mathematics and Mechanics of Complex Systems’, Palazzo Caetani, Cisterna di Latina, Italy

4. Institute for Structural Analysis, Karlsruhe Institute of Technology, Karlsruhe, Germany

Abstract

In this paper we venture a new look at the linear isotropic indeterminate couple-stress model in the general framework of second-gradient elasticity and we propose a new alternative formulation which obeys Cauchy–Boltzmann’s axiom of the symmetry of the force-stress tensor. For this model we prove the existence of solutions for the equilibrium problem. Relations with other gradient elastic theories and the possibility of switching from a fourth-order (gradient elastic) problem to a second-order micromorphic model are also discussed with the view of obtaining symmetric force-stress tensors. It is shown that the indeterminate couple-stress model can be written entirely with symmetric force-stress and symmetric couple-stress. The difference of the alternative models rests in specifying traction boundary conditions of either rotational type or strain type. If rotational-type boundary conditions are used in the integration by parts, the classical anti-symmetric nonlocal force-stress tensor formulation is obtained. Otherwise, the difference in both formulations is only a divergence-free second-order stress field such that the field equations are the same, but the traction boundary conditions are different. For these results we employ an integrability condition, connecting the infinitesimal continuum rotation and the infinitesimal continuum strain. Moreover, we provide the orthogonal boundary conditions for both models.

Publisher

SAGE Publications

Subject

Mechanics of Materials,General Materials Science,General Mathematics

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