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The problem of the pure bending of a circular cylinder is solved within the linear couple-stress theory. The solution is obtained by correcting the classical solution with a solution in plane strain within the section. A generalized formula is thus derived for the bending inertia of a circular cross-section.

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Authors: ANTHOINE A, JRC Ispra (IT)
Bibliographic Reference: Article: International Journal of Solids and Structures (1998)
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