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pro vyhledávání: '"V.I. Fabrikant"'
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Autor:
V.I. Fabrikant
Publikováno v:
International Journal of Engineering Science. 102:27-35
The author has noticed in two previously published articles that the kernels of the governing integral equations for normal contact and crack problems in the case of transversely isotropic bodies had an interesting property, namely, the integrands of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aac94671a4d04b6e310b80ac9d836786
https://doi.org/10.1016/j.ijengsci.2016.02.003
https://doi.org/10.1016/j.ijengsci.2016.02.003
Autor:
V.I. Fabrikant
Publikováno v:
Theoretical and Applied Fracture Mechanics. 82:69-76
The author published an article (Fabrikant, 2011), where the problem of a general flat crack located in the plane, perpendicular to the plane of isotropy, namely, x = 0 was solved. The case of arbitrary normal or tangential loading was considered. A
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b27da4e943160d7848c637ca2a748163
https://doi.org/10.1016/j.tafmec.2015.12.004
https://doi.org/10.1016/j.tafmec.2015.12.004
Autor:
V.I. Fabrikant
Publikováno v:
European Journal of Mechanics - A/Solids. 30:902-912
The published traditional crack problem solutions usually consider cracks located in the planes, parallel to the plane of isotropy, which is usually denoted as z = 0. We consider here case of a crack located in the plane x = 0 and subjected to arbitr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c49350df0b75a3bec1cbfe049de810c
https://doi.org/10.1016/j.euromechsol.2011.04.008
https://doi.org/10.1016/j.euromechsol.2011.04.008
Autor:
V.I. Fabrikant
Publikováno v:
ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik. 91:214-246
The idea of generalized images, first used by the author for the case of crack problems, is applied here to solve a contact problem for n transversely isotropic elastic layers, with smooth interfaces, resting on a smooth elastic half-space, made of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::005a838efb2d075e078278fad1b543bb
https://doi.org/10.1002/zamm.200900335
https://doi.org/10.1002/zamm.200900335
Akademický článek
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Autor:
V.I. Fabrikant
Publikováno v:
ZAMM. 82:473-480
An infinite transversely isotropic elastic cylinder under the action of an arbitrary concentrated force located at an arbitrary point inside the cylinder is considered. An exact solution, defining the complete field of displacements and stresses insi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dbb8dfc863e309bebd0b97c85b8fb26e
https://doi.org/10.1002/1521-4001(200207)82:7<473::aid-zamm473>3.0.co
https://doi.org/10.1002/1521-4001(200207)82:7<473::aid-zamm473>3.0.co
Autor:
V.I. Fabrikant
Publikováno v:
International Journal of Engineering Science. 35:1159-1184
A new and effective method has been developed for the analysis of cracks in elastic bodies, subjected to arbitrary loading, as well as for the analysis of crack interactions.The cases of flat cracks of arbitrary shape inside a transversely isotropic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d120c9e1070bc60a58c34dd159d0a12
https://doi.org/10.1016/s0020-7225(97)00000-1
https://doi.org/10.1016/s0020-7225(97)00000-1
Autor:
V.I. Fabrikant
Publikováno v:
International Journal of Engineering Science. 35:681-698
Three major types of contact problems for a transversely isotropic elastic halfspace are considered: smooth contact, tangential contact and adhesive contact. Each of the problems are considered in two categories: internal contact problem, where the d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96042cecae99fce652333d31be41192c
https://doi.org/10.1016/s0020-7225(96)00116-4
https://doi.org/10.1016/s0020-7225(96)00116-4
Autor:
V.I. Fabrikant
Publikováno v:
Journal of the Mechanics and Physics of Solids. 45:113-134
The following problem is considered: a transversely isotropic elastic half-space has at its boundary a circular domain, where tangential displacements are prescribed, while the rest of the boundary is stress-free. The normal stress vanishes all over
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::044e76930f67cd1c17bb7acf149bea91
https://doi.org/10.1016/s0022-5096(96)00071-3
https://doi.org/10.1016/s0022-5096(96)00071-3