Geodesic
On non-classical buckling mode and failure of composite laminated specimens under the three-point bending
Učënye zapiski Kazanskogo universiteta. Seriâ Fiziko-matematičeskie nauki, Uchenye Zapiski Kazanskogo Universiteta. Seriya Fiziko-Matematicheskie Nauki, Tome 158 (2016) no. 3, pp. 350-375

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On the basis of linearized equations of the theory of curvilinear bars, the buckling problem of rectilinear short and long laminated fiber reinforced specimens under the three-point bending conditions has been formulated. Using the method of finite sums in the variant of integrating matrices, a numerical method for solving the above problem has been developed. It has been shown that the failure of the composite specimens under the three-point bending conditions occurs due to the implementation of non-classical shear buckling mode.
Keywords: layered composite, specimen, three-point bending problem, finite sum method, mechanical test simulation, shear buckling mode. 
V. N. Paimushin; D. V. Tarlakovskii; S. A. Kholmogorov. On non-classical buckling mode and failure of composite laminated specimens under the three-point bending. Učënye zapiski Kazanskogo universiteta. Seriâ Fiziko-matematičeskie nauki, Uchenye Zapiski Kazanskogo Universiteta. Seriya Fiziko-Matematicheskie Nauki, Tome 158 (2016) no. 3, pp. 350-375. http://geodesic.mathdoc.fr/item/UZKU_2016_158_3_a3/
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