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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Buckling of Conical Shells,ermal forces are derived. In case of thermal loading, the material temperature dependency is considered and the results are compared with the case where temperature dependency of the material properties are ignored. Effect of the piezo-control on stability of conical shells under thermal loading concludes the chapter.

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Concept of Stability,r thermal loads, where the latter create thermal stresses due to the temperature gradient in the structure. When the applied loads result into the compressive stresses, the structural member may fail due to lack of stability. In general, three types of static stability are recognized. These are; the

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Buckling and Post-buckling of Curved Beams and Rings,conditions 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

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Buckling and Post-buckling of Circular/Annular Plates,n 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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Buckling of Circular Cylindrical Shells,ing 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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Buckling of Spherical Shells,internal 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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