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    Rayleigh Waves Propagation in a Piezoelectric Layered Half-space with Imperfect Interface

    , M.Sc. Thesis Sharif University of Technology Sheikh Bagher Mohajer, Mohammad Mahdi (Author) ; Eskandari, Morteza (Supervisor)
    Abstract
    The problem of the Rayleigh wave propagation in a piezoelectric layer overlying a piezoelectric half space by an imperfect interface is investigated. These days because of widespread use of the piezoelectric materials in sensors and transducers based on surface waves, the study of wave propagation in these medias is paid attention by many researchers. In this study, imperfection between layer and half-space idealized by springs which have determine values. If the stiffness of springs approaches to infinity, the interface will be perfect. Also, zero stiffness of springs indicates that there is no continuity between layer and half space. With the use of potential functions for displacement... 

    Estimating terminal velocity of rough cracks in the framework of discrete fractal fracture mechanics

    , Article Engineering Fracture Mechanics ; Volume 77, Issue 10 , 2010 , Pages 1516-1526 ; 00137944 (ISSN) Yavari, A ; Khezrzadeh, H ; Sharif University of Technology
    2010
    Abstract
    In this paper we first obtain the order of stress singularity for a dynamically propagating self-affine fractal crack. We then show that there is always an upper bound to roughness, i.e. a propagating fractal crack reaches a terminal roughness. We then study the phenomenon of reaching a terminal velocity. Assuming that propagation of a fractal crack is discrete, we predict its terminal velocity using an asymptotic energy balance argument. In particular, we show that the limiting crack speed is a material-dependent fraction of the corresponding Rayleigh wave speed  

    Three Dimensional Dynamic Analysis of Concrete Faced Rock-Fill Dams to Rayleigh Waves Considering Dam-Foundation Interaction and Spatial Variability of Earthquake Ground Motion

    , M.Sc. Thesis Sharif University of Technology Seiphoori, Ali (Author) ; Haeri, Mohsen (Supervisor)
    Abstract
    In this research, the effects of Rayleigh waves on the response of typical three-dimensional concrete faced rock-fill dams (CFRDs), considering dam-foundation interaction and spatial variability of earthquake ground motion are investigated. The time history of Loma Prieta earthquake (Gilroy 1 station) is used as input excitation. The dam is considered to be located in a prismatic canyon with trapezoidal cross-section. A substructuring method, in which the unbounded soil is modeled by the scaled boundary finite-element method (SBFEM), is used to obtain scattered motion and interaction forces along the canyon. Non-linear model is used for rock fill... 

    Crystallography and surface effects on the propagation of love and Rayleigh surface waves in fcc semi-infinite solids

    , Article International Journal of Solids and Structures ; Volume 138 , 1 May , 2018 , Pages 109-117 ; 00207683 (ISSN) Enzevaee, C ; Shodja, H. M ; Sharif University of Technology
    Elsevier Ltd  2018
    Abstract
    Using the mathematical framework of surface elasticity theory, an analytical solution is presented for Love and Rayleigh surface wave propagations in a semi-infinite medium with face-centered cubic (fcc) single crystal structure. Previous formulations within surface elasticity have been based on the simplistic assumption of isotropy. Two different crystallographic orientations with respect to the incident wave vector are examined: (a) the free surface of the half-space is (010) plane and the surface waves propagate in [100] direction, (b) the free surface of the half-space is (110) plane and the surface waves propagate in [11¯0] direction. It is well-known that, contrary to the predictions... 

    Performance of open and in-filled (geofoam) trenches in mitigating ground-borne vibrations induced by impact loading

    , Article International Journal of Pavement Research and Technology ; 2022 ; 19966814 (ISSN) Jazebi, M ; Ahmadi, M. M ; Saberian, M ; Li, J ; Sahebalzamani, P ; Sharif University of Technology
    Springer  2022
    Abstract
    The open or in-filled trenches are often used in engineering practice to mitigate ground vibration induced by different types of vibration sources. A novel approach which is considering the effect of Rayleigh wavelength on the efficiency of open and in-filled trenches coupled with regular specific normalized dimensions was implemented in this study. While impact loading is a very common type of loading (in, e.g., machine foundations, driven pile installation), it was rarely studied in the past. The loading is selected to consist of 12 impact pulses. In this study, it was shown that Rayleigh wavelength controls the effect of trench-normalized dimensions on its performance, and therefore,...