Structural Analysis: With Applications to Aerospace Structures

By Olivier A. Bauchau, J. Craig. 2009

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Comparison of the absolute nodal coordinate and geometrically exact formulations for beams (2014, methodology): “In the Euler–Bernoulli beam and Kirchhoff plate formulations, transverse shear strains are assumed to vanish, and hence, rotation of the cross-sectional plane and of the normal material line, respectively, are obtained from derivatives of the displacement field, and curvatures are expressed in terms”