Title : Free vibration analysis of functionally graded material plates resting on elastic foundation using dynamic stiffness method

Type of Material: Thesis
Title: Free vibration analysis of functionally graded material plates resting on elastic foundation using dynamic stiffness method
Researcher: Chauhan,Manish
Guide: Mishra, Pawan
Ranjan, Vinayak
Department: Department of Mechanical and Aerospace Engineering
Publisher: Bennett University
Place: Greater Noida
Year: 2022
Language: English
Subject: Engineering
Engineering and Technology
Engineering Mechanical
Mechanical engineering
Engineering and Technology
Dissertation/Thesis Note: PhD; Department of Mechanical and Aerospace Engineering, Bennett University, Greater Noida; 2022
Fulltext: Shodhganga

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035__|a(IN-AhILN)th_464146
040__|dIN-AhILN|aBENN_201310
041__|aeng
100__|eResearcher|aChauhan,Manish
110__|aDepartment of Mechanical and Aerospace Engineering|0U-0890|dGreater Noida|bBennett University|ein
245__|aFree vibration analysis of functionally graded material plates resting on elastic foundation using dynamic stiffness method
260__|aGreater Noida|c2022|bBennett University
502__|bPhD|d2022|cDepartment of Mechanical and Aerospace Engineering, Bennett University, Greater Noida
518__|oDate of Award|d2022
518__|d2017|oDate of Registration
518__|d2022|oDate of Completion
520__|aIn this present work, the dynamic stiffness method (DSM) is developed for free vibration analysis of functionally graded material (FGM) plates resting on Winkler and Pasternak elastic foundations. The material properties of the FGM plate vary continuously with according to different volume fraction laws such as power-law (P-FGM), sigmoid-law (S-FGM), and exponential-law (E-FGM) through the thickness direction of the FGM plate. A well-known, Classical plate theory (CPT) or Kirchhoff s plate theory is implemented along with the effect of physical neutral surface (PNS) to develop the kinematic variables or displacement components of the FGM plate. Hamilton s principle is applied to formulate the standard governing differential equation of motion for FGM plate resting on elastic foundation. A Levy-type solution technique is used to develop the dynamic stiffness matrix along with the displacement and force boundary conditions. The application of the Wittrick and Williams (W-W) algorithm is implemented to explain
650__|aMechanical engineering|2UGC
650__|aEngineering and Technology|2AIU
653__|aEngineering
653__|aEngineering and Technology
653__|aEngineering Mechanical
700__|aMishra, Pawan|eGuide
700__|aRanjan, Vinayak|eGuide
856__|uhttp://shodhganga.inflibnet.ac.in/handle/10603/512234|yShodhganga
905__|afromsg

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