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Geomechanics and Engineering
  Volume 32, Number 5, March10 2023 , pages 541-551
DOI: https://doi.org/10.12989/gae.2023.32.5.541
 


Nonlinear snap-buckling and resonance of FG-GPLRC curved beams with different boundary conditions
Lei-Lei Gan and Gui-Lin She

 
Abstract
    Snap-buckling is one of the main failure modes of structures, because it will lead to the reduction of structural bearing capacity, durability loss and even structural damage. Boundary condition plays an important role in the research of engineering mechanics. Further discussion on the boundary conditions problems will help to analyze the dynamic and static behavior of structures more accurately. Therefore, in order to understand the dynamic and static behavior of curved beams more comprehensively, this paper mainly studies the nonlinear snap-through buckling and forced vibration characteristics of functionally graded graphene reinforced composites (FG-GPLRCs) curved beams with two different boundary conditions (including clamped-hinged and hinged-hinged) using Euler-Bernoulli beam theory (E-BBT). In addition, the effects of the curved beam radius, the GLPs distributions, number of GLPs layers, the mass fraction of GLPs and elastic foundation parameters on the nonlinear snap-through buckling and forced vibration behavior are discussed respectively.
 
Key Words
    boundary condition; curved beams; resonance; snap-through buckling; two-step perturbation method
 
Address
Lei-Lei Gan and Gui-Lin She: College of Mechanical and Vehicle Engineering, Chongqing University, Chongqing 400044, China
 

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