A continuum-mechanics interpretation of Reissner's non-linear shear-deformable beam theory
Author:
Publisher
Informa UK Limited
Subject
Applied Mathematics,Computer Science Applications,Modeling and Simulation,Software,Control and Systems Engineering
Link
http://www.tandfonline.com/doi/pdf/10.1080/13873954.2010.537512
Reference10 articles.
1. On one-dimensional finite-strain beam theory: The plane problem
2. On the correct representation of bending and axial deformation in the absolute nodal coordinate formulation with an elastic line approach
3. A geometrically exact beam element based on the absolute nodal coordinate formulation
4. A continuum mechanics based derivation of Reissner’s large-displacement finite-strain beam theory: the case of plane deformations of originally straight Bernoulli–Euler beams
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