Erratum for “Equilibrium-Based Finite-Element Formulation for the Geometrically Exact Analysis of Planar Framed Structures” by H. A. F. A. Santos and J. P. Moitinho de Almeida
The following figure corrections should be noted. Although these corrections do not affect the substance of the paper, an imprecise description of the variables in Figs. 1–3 and of some of the data used in the numerical results reported in Figs. 4–7, Figs. 9–13, and Fig. 16 have resulted. The corrected figures are reproduced here.
Fig. 1. Undeformed and deformed configurations
Fig. 2. Infinitesimal length of beam—material and spatial frames
Fig. 3. Finite-element beam parameters
Fig. 4. Cantilever beam subject to an end moment
Fig. 5. Deformed configurations
Fig. 6. Cantilever beam subject to an end force
Fig. 7. Deformed configurations
Fig. 9. Convergence of the cantilever beam’s energies
Fig. 10. Cantilever beam subject to an end force
Fig. 11. Effect of length-to-thickness ratio on the deflections at the tip of the beam under transverse point load
Postdoctoral Fellow, Dept. of Civil Engineering and Architecture, Instituto Superior Técnico, Av. Rovisco Pais, 1049-001 Lisboa Codex, Portugal (corresponding author). E-mail: [email protected]
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