Field of Stresses in an Isotropic Plane with Circular Inclusion under Tensile Stress

Affiliation(s)

Institute for Strength Physics and Materials Science (ISPMS SB RAS), Tomsk, Russia.

Staatliche Materialprufungsanstalt (МPА), University of Stuttgart, Stuttgart, Germany.

Institute for Strength Physics and Materials Science (ISPMS SB RAS), Tomsk, Russia.

Staatliche Materialprufungsanstalt (МPА), University of Stuttgart, Stuttgart, Germany.

Abstract

Within the framework of the linear theory of elasticity, the analytical equations for the components of the stress tensor for а plane with а circular inclusion under tensile loading have been derived using the method of superposition. The given approach allows one to describe the plane-stress state of the plane both for the case of rigid and “soft” inclusions.

Within the framework of the linear theory of elasticity, the analytical equations for the components of the stress tensor for а plane with а circular inclusion under tensile loading have been derived using the method of superposition. The given approach allows one to describe the plane-stress state of the plane both for the case of rigid and “soft” inclusions.

Cite this paper

D. Yevgeny and G. Lasko, "Field of Stresses in an Isotropic Plane with Circular Inclusion under Tensile Stress,"*Engineering*, Vol. 4 No. 9, 2012, pp. 583-589. doi: 10.4236/eng.2012.49074.

D. Yevgeny and G. Lasko, "Field of Stresses in an Isotropic Plane with Circular Inclusion under Tensile Stress,"

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