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 (TLTEWISB) the forced vibration of a bi-layered pre-stressed plate-strip under the action of a time-harmonic force resting on a rigid foundation is investigated. The considered plate-strip is constituted by compounding two discrete plate-strips side-byside. It is assumed that there is complete contact interaction at the interface plane between the layers. To investigate the concrete examples, the materials such as Aluminum and Steel are selected. The mathematical modeling of the problem under consideration is introduced, and the governing system of the partial differential equations of motion is numerically solved by employing Finite Element Method (FEM). In particular, the numerical results exemplifying the influence of a change in the aspect length of each layer on the dynamic response of the plate-strip are investigated. |
Anahtar Kelimeler |
Bildiri Türü | Tebliğ/Bildiri |
Bildiri Alt Türü | Tam Metin Olarak Yayınlanan Tebliğ (Uluslararası Kongre/Sempozyum) |
Bildiri Niteliği | Alanında Hakemli Uluslararası Kongre/Sempozyum |
Bildiri Dili | İngilizce |
Kongre Adı | 5th International Conference on Advanced Technology Sciences |
Kongre Tarihi | 09-05-2017 / 12-05-2017 |
Basıldığı Ülke | Türkiye |
Basıldığı Şehir | İstanbul |