✦ LIBER ✦

Plane contact problems for a physically non-linear prestressed elastic medium

✍ Scribed by I.V. Vorotyntseva

Book ID: 107775078
Publisher: Elsevier Science
Year: 1986
Tongue: English
Weight: 390 KB
Volume: 50
Category: Article
ISSN: 0021-8928
DOI: 10.1016/0021-8928(86)90016-x

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

The plane contact problem for a prestres

The plane contact problem for a prestressed incompressible elastic layer

✍ V.M. Aleksandrov; L.A. Kostyreva 📂 Article 📅 2009 🏛 Elsevier Science 🌐 English ⚖ 208 KB

The problem of the indentation of a rigid punch into the upper face of a layer when a uniform field of initial stresses is present in the layer is considered. A model of an isotropic incompressible non-linearly elastic material, specified by the Mooney elastic potential, is used. The case when the l

Hertz contact problems for an anisotropi

Hertz contact problems for an anisotropic physically nonlinear elastic medium

✍ F. M. Borodich 📂 Article 📅 1989 🏛 Springer 🌐 English ⚖ 553 KB

Plane contact problem for a prestressed

Plane contact problem for a prestressed incompressible elastic layer clamped along the base

✍ Alexandrov, V. M.; Kostyreva, L. A. 📂 Article 📅 2012 🏛 Allerton Press Inc 🌐 English ⚖ 382 KB

Axisymmetric contact problems for a pres

Axisymmetric contact problems for a prestressed incompressible elastic layer

✍ V.M. Aleksandrov 📂 Article 📅 2012 🏛 Elsevier Science 🌐 English ⚖ 216 KB

Spatial contact problems for a prestress

Spatial contact problems for a prestressed incompressible elastic layer

✍ V. M. Alexandrov 📂 Article 📅 2011 🏛 Allerton Press Inc 🌐 English ⚖ 391 KB

An inverse problem for an elastic medium

An inverse problem for an elastic medium containing a physically non-linear inclusion

✍ I.Yu. Tsvelodub 📂 Article 📅 2000 🏛 Elsevier Science 🌐 English ⚖ 403 KB

A plane finite elastic domain containing a physically non-linear inclusion is considered. The problem of determining the loads acting on the outer botmdary of the domain that produce a given uniform stress-strain state in the inclusion is formulated and solved.