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    Analytical Derivation of the Secular Equation for Surface Waves in an Imperfectly Bonded Complex Structure Employing the GN-III Model

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012::page 04024282-1
    Author:
    Subhendu Mandal
    ,
    Anirban Lakshman
    DOI: 10.1061/IJGNAI.GMENG-9803
    Publisher: American Society of Civil Engineers
    Abstract: In this thorough study, the examination explores the Rayleigh-type surface wave propagation in an imperfectly bonded layered structure. The present study adopts the conceptual framework of the Green–Naghdi model type III of hyperbolic thermoelasticity. This approach allows for an in-depth exploration of the interactions and properties of the system, offering valuable insights into how these arrangements behave within the scope of thermoelastic phenomena. The process of deriving the secular equations for Rayleigh-type surface waves are accomplished in this study. Four distinct secular equations are derived corresponding to different boundary conditions. In this article, plane harmonic wave solutions are used to determine the mechanical displacement, electrical potential for the layer, and the mechanical displacement, electrical potential, and temperature change for the half-space. The effects on various wave properties, including phase velocity, attenuation coefficient, and specific loss, are shown graphically within the framework of the GN-III type model with cadmium selenide (CdSe) and PZT-5H material. This mathematical framework may be useful for a variety of scientific and engineering disciplines that involve the implementation of sensors, actuators, capacitors, electrostatic transducers, and applications for surface acoustic wave devices and Rayleigh-type wave sensors.
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      Analytical Derivation of the Secular Equation for Surface Waves in an Imperfectly Bonded Complex Structure Employing the GN-III Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4305075
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    contributor authorSubhendu Mandal
    contributor authorAnirban Lakshman
    date accessioned2025-04-20T10:37:04Z
    date available2025-04-20T10:37:04Z
    date copyright9/30/2024 12:00:00 AM
    date issued2024
    identifier otherIJGNAI.GMENG-9803.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4305075
    description abstractIn this thorough study, the examination explores the Rayleigh-type surface wave propagation in an imperfectly bonded layered structure. The present study adopts the conceptual framework of the Green–Naghdi model type III of hyperbolic thermoelasticity. This approach allows for an in-depth exploration of the interactions and properties of the system, offering valuable insights into how these arrangements behave within the scope of thermoelastic phenomena. The process of deriving the secular equations for Rayleigh-type surface waves are accomplished in this study. Four distinct secular equations are derived corresponding to different boundary conditions. In this article, plane harmonic wave solutions are used to determine the mechanical displacement, electrical potential for the layer, and the mechanical displacement, electrical potential, and temperature change for the half-space. The effects on various wave properties, including phase velocity, attenuation coefficient, and specific loss, are shown graphically within the framework of the GN-III type model with cadmium selenide (CdSe) and PZT-5H material. This mathematical framework may be useful for a variety of scientific and engineering disciplines that involve the implementation of sensors, actuators, capacitors, electrostatic transducers, and applications for surface acoustic wave devices and Rayleigh-type wave sensors.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Derivation of the Secular Equation for Surface Waves in an Imperfectly Bonded Complex Structure Employing the GN-III Model
    typeJournal Article
    journal volume24
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9803
    journal fristpage04024282-1
    journal lastpage04024282-21
    page21
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012
    contenttypeFulltext
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