On the basis of the equations of the theory of Timoshenko-type shells and an analog of the δ c -model, we reduce the problem of stressed state and limit equilibrium of a pipeline weakened by an internal longitudinal crack of arbitrary configuration located in the field of residual stresses to a system of nonlinear singular integral equations. We propose an algorithm for the numerical solution of the problem. We also study the influence of orthotropy, loading, and geometric parameters on the crack opening displacements.
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Translated from Fizyko-Khimichna Mekhanika Materialiv, Vol. 52, No. 1, pp. 83–90, January–February, 2016.
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Dzyubyk, A.R., Nykolyshyn, T.M. & Porokhovs’kyi, Y.V. Influence of Residual Stresses on the Limit Equilibrium of a Pipeline with Internal Crack of Arbitrary Configuration. Mater Sci 52, 89–98 (2016). https://doi.org/10.1007/s11003-016-9930-4
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DOI: https://doi.org/10.1007/s11003-016-9930-4