Interlaminar stress analysis of laminated composite beams according to global higher-order deformation theories

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Refined dynamic stiffness elements applied to free vibration analysis of generally laminated composite beams with arbitrary boundary conditions (2014, unknown): “Some more refined models have been presented by Surana and Nguyen [8] and Matsunaga [9], where Lagrange polynomials and power series of the depth coordinate z are used for describing accurately the shear transverse stress distribution of composite beams.”
Static analysis of laminated beams via a unified formulation (2011, background): “Matsunaga [11] presented a global higher-order theory to compute displacements and stresses in composite beams subjected to transverse loadings.”
Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation (2007, methodology): “To improve the accuracy of the transverse stress prediction, non-classical higher-order shear-deformable iterative models have been proposed [Gorik 2003, Matsunaga 2002, Piskunov and Grinevitskii 2004, Soldatos and Watson 1997].”
Free vibration analysis of laminated beam by polynomial, trigonometric, exponential and zig-zag theories (2014, background): “The coefficients of the linear terms in equation (1), ðyÞ and ðyÞ, correspond to uy2 and uy3 in equations (7) and (8).”