✦ LIBER ✦

The steady-state oscillations of the elastic infinite cone loaded at a vertex by a concentrated force

✍ Scribed by G. Popov; N. Vaysfel’d

Book ID: 106216147
Publisher: Springer Vienna
Year: 2011
Tongue: English
Weight: 185 KB
Volume: 221
Category: Article
ISSN: 0001-5970
DOI: 10.1007/s00707-011-0501-3

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Analysis of the stressed state of a rect

Analysis of the stressed state of a rectangular wedge loaded by a concentrated force

✍ G. V. Stepanov; V. A. Fedorchuk 📂 Article 📅 1997 🏛 Springer 🌐 English ⚖ 419 KB

On the dynamic behaviour of an elastical

On the dynamic behaviour of an elastically supported beam of infinite length, loaded by a concentrated force

✍ W. L. Esmeijer 📂 Article 📅 1949 🏛 Springer 🌐 English ⚖ 489 KB

The stress state of a plate with heterog

The stress state of a plate with heterogeneous compression loaded by concentrated force and momentum

✍ R. M. Lutsyshin 📂 Article 📅 1993 🏛 Springer US 🌐 English ⚖ 206 KB

Forced vibrations of a beam elastically

Forced vibrations of a beam elastically restrained against rotation at the ends in the case of a concentrated load

✍ D.V. Bambill; P.A.A. Laura; E. Romanelli; C.A. Rossit 📂 Article 📅 1987 🏛 Elsevier Science 🌐 English ⚖ 483 KB

Certain cases of the elastic equilibrium

Certain cases of the elastic equilibrium of an infinite wedge with a nonsymmetric notch at the vertex, subjected to concentrated forces: PMM vol. 35, no. 4, 1971, pp. 677–689

✍ A.A. Khrapkov 📂 Article 📅 1971 🏛 Elsevier Science 🌐 English ⚖ 831 KB

The stress concentration around a semi-i

The stress concentration around a semi-infinite cylindrical crack during the shock loading of an elastic medium by a centre of rotation

✍ N.D. Vaisfel'd; G.Ya. Popov 📂 Article 📅 2001 🏛 Elsevier Science 🌐 English ⚖ 591 KB

The problem of the concentration of elastic stresses in an unbounded elastic medium containing a semi-infinite cylindrical crack is solved using the method of discontinuous solutions. The method enables the problem to be reduced to a one-dimensional integrodifferential equation in the unknown jump i