Behavior in pure bending of a long monocoque beam of circular-arc cross section

J. Mayers, Robert W. Fralich, Eric Reissner
Jan 1953

An analysis is made of the behavior under a loading of pure bending moment of a thin, infinitely long, pure-monocoque beam having a constant, doubly symmetric, circular-arc cross section. Bending moments, deflections, and stresses are obtained.

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