✦ LIBER ✦

Fundamental general relationships for a model of an isotropically elastic heteromodular medium

✍ Scribed by A.I. Oleinikov

Book ID: 107776387
Publisher: Elsevier Science
Year: 1993
Tongue: English
Weight: 613 KB
Volume: 57
Category: Article
ISSN: 0021-8928
DOI: 10.1016/0021-8928(93)90157-h

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Fundamental Solutions for Stationary Vib

Fundamental Solutions for Stationary Vibrations of an Orthotropic Elastic Medium

✍ A. O. Vatul'yan; E. M. Chebakova 📂 Article 📅 2004 🏛 SP MAIK Nauka/Interperiodica 🌐 English ⚖ 170 KB

Elastic Waves in an Inhomogeneous Austen

Elastic Waves in an Inhomogeneous Austenite Plate in the Model of a Transversely Isotropic Medium

✍ A. B. Rinkevich; Ya. G. Smorodinskii 📂 Article 📅 2001 🏛 SP MAIK Nauka/Interperiodica 🌐 English ⚖ 188 KB

An approximate solution of the elastic p

An approximate solution of the elastic problem for an isotropic medium with a system of randomly located inclusions

✍ M. M. Stadnik 📂 Article 📅 1980 🏛 Springer 🌐 English ⚖ 239 KB

An average theory for the dynamic behavi

An average theory for the dynamic behaviour of a laminated elastic-viscoplastic medium under general loading

✍ J. Aboudi; Y. Benveniste 📂 Article 📅 1981 🏛 Elsevier Science 🌐 English ⚖ 954 KB

A procedure for computing successive app

A procedure for computing successive approximations in the asymptotic space-time (ST) ray method of Gaussian beams. II. (An isotropic inhomogeneous elastic medium)

✍ N. Ya. Kirpichnikova 📂 Article 📅 1991 🏛 Springer US 🌐 English ⚖ 484 KB

A general mathematical model for the col

A general mathematical model for the collision between a free-fall hammer of a pile-driver and an elastic pile

✍ Út V. Lê 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 742 KB

In this paper we consider a general mathematical model for the collision between the freefall hammer of a pile-driver and an elastic pile whose ends are furnished with a bearing. When the free-fall hammer collides with the pile, the displacement of a cross-sectional area of the pile is the weak solu