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- W2073306338 abstract "Nxx, Nx = axial and torsional forces applied at boundaries Q = laminate transformed reduced stiffness matrix. Q = shearing force applied at boundaries qu, qv, qw = external distributed loading in axial, circumferential, and normal directions, respectively. r x = radius at x coordinate; x sin z 0 = unknown vectors consisting of u, v, w, wx, Nxx, Nx , Q, and Mxx for prebuckling state z 1 = unknown vectors consisting of u, v, w, wx, Nxx, Nx , Q, and Mxx for buckling state z 2 = unknown vectors consisting of u, v, w, wx, Nxx, Nx , Q, and Mxx for postbuckling state = load parameter deviating from bifurcation buckling load ( c) = amplitude of buckling mode ;x = derivatives with respect to axial (x) coordinate ; = derivatives with respect to circumferential ( ) coordinate =x = covariant derivatives with respect to axial (x) coordinate, given in Eq. (4)" @default.
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- W2073306338 date "2011-08-01" @default.
- W2073306338 modified "2023-09-25" @default.
- W2073306338 title "Mixed Formulation for Sensitivity Analysis of Laminated Conical Shells" @default.
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- W2073306338 doi "https://doi.org/10.2514/1.j051154" @default.
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