Titlebook: Buckling and Postbuckling of Beams, Plates, and Shells; M. Reza Eslami Book 2018 Springer International Publishing AG 2018 Mechanical and

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https://doi.org/10.1007/978-1-349-81220-2 are considered and buckling and postbuckling behaviors are discussed. The buckling analysis of beams with piezoelectric layers is presented and the effect of piezo-control on the beam stability is analyzed. The vibration of thermo-electrically excited beams in the state of buckling and post-bucklin

REIGN

https://doi.org/10.1007/978-1-349-81220-2conditions are discussed in detail in this chapter. The existence of bifurcation points are examined for each type of loading. For those cases that bifurcation do not occur, the limit load is discussed. The chapter ends with the discussion of buckling and post-buckling of rings under hydrostatic pre

BILK

https://doi.org/10.1007/978-1-349-81220-2pter. The kinematical relations, constitutive law, the equilibrium equations, and the stability equations for a rectangular plate are derived and the classical boundary conditions are presented. The critical buckling loads of rectangular plates under thermal and mechanical in-plane compressive loads

disparage

https://doi.org/10.1007/978-1-349-81220-2n of the strain-displacement relations based on the von Karman and Kirchhoff assumptions employing the classical plate theory. The linear thermoelastic constitutive relations between the stress and strain components are considered and the stress and moment resultants for a plate with general heterog

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https://doi.org/10.1007/978-1-349-81220-2ing the Donnell theory with the von-Karman geometrical non-linearity are derived. The nonlinear strain-displacement relations, the nonlinear equilibrium equations, and the linear stability equations are derived employing the variational formulations. The cylindrical shell under uniform compressive a

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Travelling by Taxi, Bus or Traminternal or external pressures and is especially quite stable under external pressures. The behavior of deep spherical shells, in particular, under external pressure is quite unique and the bifurcation load is far from expectation. Ancient spherical domes with wide spans in historic buildings is a g

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拥护者

M. Reza EslamiIncludes the stability of all structural members modeled by the flexural theory.Presents thermal and mechanical buckling loads (many in closed form).Includes supplementary material:

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