Abstract
The elastoplastic state of thin cylindrical shells weakened by two circular holes is analyzed. The centers of the holes are on the directrix of the shell. The shells are made of an isotropic homogeneous material and subjected to internal pressure of given intensity. The distribution of stresses along the hole boundaries and over the zone where they concentrate (when the distance between the holes is small) is analyzed using approximate and numerical methods to solve doubly nonlinear boundary-value problems. The data obtained are compared with the solutions of the physically nonlinear (plastic strains taken into account) and geometrically nonlinear (finite deflections taken into account) problems and with the numerical solution of the linearly elastic problem. The stress-strain state near the two holes is analyzed depending on the distance between them and the nonlinearities accounted for
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Translated from Prikladnaya Mekhanika, Vol. 41, No. 11, pp. 88–95, November 2005.
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Storozhuk, E.A., Chernyshenko, I.S. Stress distribution in physically and geometrically nonlinear thin cylindrical shells with two holes. Int Appl Mech 41, 1280–1287 (2005). https://doi.org/10.1007/s10778-006-0034-y
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DOI: https://doi.org/10.1007/s10778-006-0034-y