Contribution to the Geometrically Nonlinear Theory of a Slightly Curved Timoshenko Beam.

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作者：
Karamanlidis, Dimitrios
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Stahlbau | 1981年 / 50卷 / 08期
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The purpose of this paper is, firstly, to develop a consistent large deflection theory for plane curved frames including transverse shear strain effects, and, secondly, to formulate an incremental Hellinger/Reissner variational principle suitable for numerical calculations by means of the finite element method. The advantages of this discrete model in comparison with the well-known assumed displacement method are pointed out and discussed.
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页码：244 / 249
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