Buckling and post-buckling analyses for an axially compressed laminated cylindrical shell of FGM with PFRC in thermal environments

Effect of stiffeners on nonlinear buckling of cylindrical shells with functionally graded coatings under torsional load

“…In the research fields of FG cylindrical shells without stiffeners, many studies have been addressed for the static buckling and postbuckling problems as Shen [38][39][40][41], Huang et al [42][43][44][45], Sofiyev [46], Dai and Zheng [47], Bagherizadeh et al [48], Akbari Alashti and Ahmadi [49], Sun et al [50] and Thang et al [51], Shahsiah and Eslami [52], Shen [53], Wu et al [54] and Yaghoobi et al [55]. Tornabene et al [56] investigated the recovery of through-the-thickness transverse normal and shear strains and stresses in statically deformed functionally graded (FG) doubly-curved sandwich shell structures and shells of revolution using the generalized zigzag displacement field and the Carrera Unified Formulation (CUF).…”

Analytical solutions for three-dimensional steady and transient heat conduction problems of a double-layer plate with a local heat source

“…Using the higher-order shear deformation plate theory, Sun and Luo [17] studied the wave propagation of an infinite FGM plate in thermal environment. By using the infinitesimal theory of magnetothermoelasticity, Dai et al [18][19][20] studied thermomechanical behaviors of FGM cylindrical and spherical structures. Applying the finite difference method, Hein et al [21] analyzed the heat conduction problem with spatially varying parameters.…”

On the solution of the buckling problem of functionally graded truncated conical shells with mixed boundary conditions

“…Asemi et al [39] presented transient thermal stresses in functionally graded thick truncated cones by graded finite element method. Dai and Zheng [40] studied buckling and post-buckling analyses for an axially compressed laminated cylindrical shell of FGM with PFRC in thermal environments. Torki et al [41] solved dynamic stability problem of functionally graded cantilever cylindrical shells under distributed axial follower forces.…”