In this study, the frequency response of a pre-stressed slab, which stands on a rigid foundation, subject to a timely harmonic loading was considered. The investigation is implemented according to the piecewise homogeneous body model utilizing the three-dimensional linearized theory of elastic waves in initially stressed bodies (TLTEWISB). The considered body was designed joining to three discrete slabs side-by-side. It was assumed that there exists a rigidly clamping state at all interface planes on the system. A mathematical model of the problem is constructed and the system related to equations of motion is numerically solved using the finite element method (FEM). Particularly, the effect the ratio of the layer length has on the frequency response of the slab was presented.
Complete contact condition compressible material dynamic response finite element method initial stress
Kastamonu Üniversitesi
KÜBAP-01/2016-04
The author would like to acknowledge the financial grant given by the Research Fund of Kastamonu University for this research through the project KÜBAP-01/2016-04.
In this study, the frequency response of a pre-stressed slab, which stands on a rigid foundation, subject to a timely harmonic loading was considered. The investigation is implemented according to the piecewise homogeneous body model utilizing the three-dimensional linearized theory of elastic waves in initially stressed bodies (TLTEWISB). The considered body was designed joining to three discrete slabs side-by-side. It was assumed that there exists a rigidly clamping state at all interface planes on the system. A mathematical model of the problem is constructed and the system related to equations of motion is numerically solved using the finite element method (FEM). Particularly, the effect the ratio of the layer length has on the frequency response of the slab was presented.
Complete contact condition compressible material dynamic response finite element method initial stress
KÜBAP-01/2016-04
Birincil Dil | İngilizce |
---|---|
Konular | Mühendislik |
Bölüm | Araştırma Makalesi |
Yazarlar | |
Proje Numarası | KÜBAP-01/2016-04 |
Yayımlanma Tarihi | 1 Mart 2021 |
Gönderilme Tarihi | 25 Kasım 2019 |
Yayımlandığı Sayı | Yıl 2021 |
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