Effect of couple-stresses on the elastic bending of beams
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.
Bibliographic Reference: Article: International Journal of Solids and Structures (1998)
Record Number: 199811339 / Last updated on: 1998-11-10
Original language: en
Available languages: en