Analysis and Vibration of Rectangular Orthotropic Nanoplates Resting on Viscoelastic Foundation

Faculty Engineering Year: 2021
Type of Publication: ZU Hosted Pages:
Authors:
Journal: Design Engineering Rogers Volume:
Keywords : Analysis , Vibration , Rectangular Orthotropic Nanoplates Resting    
Abstract:
With the widely development of nanotechnology in a lot of branches of life and technology, nanoplates like another nanostructure have been used in a lot of applications and because of this reason it was very important for researchers to study this type of nano structures and achieve development at this type of research. The characteristic and analytic of forced vibration of simply supported nanoplates is studied using the classical laminated plate theory and nonlocal elasticity theory by taking into account the effect of viscoelastic foundation. This type of foundation is modeled as Kelvin-Voigt foundation and the material properties of the nanoplate are assumed to be orthotropic. Equation of motion is derived and Navier method as an efficient and accurate analytical tool is used to solve the forced vibration equation of motion for the simply supported ends. The parametric study shows that damping of foundation, damping of the nanoplate, nonlocal parameter, stiffness, aspect ratio, excitation frequency and position of the load have significant effects on the dynamic response of the nanoplate. The results showed that deflection of the single layer graphene sheets decreases by increasing damping of the surrounding medium, structural damping of the nanoplates and nonlocal parameter. Deflection decreases by increasing the aspect ratio of the nanoplates until specific value. Nanoplate deflection is influenced by excitation frequency of the external load at small values of nonlocal parameter. For elastic nanoplates, there are two resonance peaks for the deflection which accommodate the first two natural frequencies of the nanoplate.
   
     
 
       

Author Related Publications

  • Abdullah Salama Radi Abdullatif , "Optimum Design of Space Tensegrity Dome", International Journal of Engineering and Innovative, 2014 More
  • Abdullah Salama Radi Abdullatif , "An enhanced meta-heuristic algorithm for optimizing the roof slope of tapered steel Frames", Elsevier, 2023 More
  • Abdullah Salama Radi Abdullatif , "Embodied Carbon Minimization for Single-Story Steel Gable Frames", MDPI, 2023 More
  • Abdullah Salama Radi Abdullatif , "Bridge-Vehicle Dynamic Interaction Modeling and Solution - An Overview", Zagazig University, 2020 More
  • Abdullah Salama Radi Abdullatif , "Non-linear analysis of strengthened composite beams with prestressed CFRP plates vs CFRP tendons", Zagazig University, 2021 More

Department Related Publications

  • Eshak Ibrahiem Eshak Hana, "Effect of Temperature Variation on Bridges due to Locking of Movable Bearings and Expansion Joints", 1st Eng. Conference, Engineering Between Theory and Practice, Assuit Univ., Faculty of Eng., Egypt, 7-8 May 2007., 2007 More
  • Eshak Ibrahiem Eshak Hana, "An Iterative Procedure for Elastic Stability of Thin Plates", Cairo University, 1981 More
  • Eshak Ibrahiem Eshak Hana, "Computer Aided Limit-State Design of Core Structures Subjected to Axial Load, Biaxial Bending and Torsional Moments", Proceedings of the 4th Arab Structural Eng. Conference, Vol.3, Cairo Univ., Nov. 1991., 1991 More
  • Eshak Ibrahiem Eshak Hana, "A Technical Report on the Use of Concrete Hinged Bearings in Bridge Construction", Bridge Engineering Conference 2000, Vol.1, Sharm El-Sheikh, Sinai, Egypt, 2000 More
  • Tharwat Ali Mohamed Sakr, "The Application of Genetic Algorithm To The Optimization Of Outrigger Braced High Rise Buildings", لايوجد, 1900 More
Tweet