Yazarlar (1) |
![]() Kastamonu Üniversitesi, Türkiye |
Özet |
Within the scope of the piecewise homogeneous body model with utilizing of the three dimensional linearized theory of elastic waves in initially stressed bodies the dynamical stress field problem in a bi-layered plate-strip with initial stress under the action of an arbitrary inclined time-harmonic force resting on a rigid foundation is investigated. The concrete materials such as a pair of Aluminum and Steel are selected. It is assumed that there exists a complete contact interaction between the layers. The mathematical modeling of the problem under consideration is carved out, and the governing system of the partial differential equations of motion is approximately solved by employing Finite Element Method. The numerical results related to the influence of certain parameters on the dynamic response of the plate-strip are presented. |
Anahtar Kelimeler |
Makale Türü | Özgün Makale |
Makale Alt Türü | Uluslararası alan indekslerindeki dergilerde yayınlanan tam makale |
Dergi Adı | Creative Mathematicsand Informatics |
Dergi ISSN | 1584-286X Scopus Dergi |
Dergi Tarandığı Indeksler | Zentralblatt MATH |
Makale Dili | İngilizce |
Basım Tarihi | 11-2017 |
Cilt No | 26 |
Sayı | 3 |
Sayfalar | 255 / 262 |