A form-finding method based on the geometrically exact rod model for bending-active structures

•The geometrically exact rod model as underlying mechanical model.•Explicit solution search using dynamic relaxation.•Translations and rotations are updated by means of 6 DoFs per node.•The form-finding process is driven by kinematic constraints.•Anisotropic cross-sections can be modelled. In the fi...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Engineering structures 2017-12, Vol.152, p.549-558
Hauptverfasser: Bessini, J., Lázaro, C., Monleón, S.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
Beschreibung
Zusammenfassung:•The geometrically exact rod model as underlying mechanical model.•Explicit solution search using dynamic relaxation.•Translations and rotations are updated by means of 6 DoFs per node.•The form-finding process is driven by kinematic constraints.•Anisotropic cross-sections can be modelled. In the field of bending-active structures, the complexity of finding beforehand the equilibrium configuration and the non-linearity of the structural response are main issues during the conceptual phase. The use of tools based on classical form-finding procedures as dynamic relaxation is the main trend today; different mechanical models with 3, 4 or 6 degrees of freedom have been implemented for modelling the bending effect. However, there is a well-established class of mechanical models which has been specifically designed to reproduce the behaviour of very flexible structures and has not been used so far in form-finding of bending-active structures. These are derived from the so-called geometrically exact (or Reissner-Simo) beam theory, and they are able to treat arbitrarily large rotations and displacements. In this paper, we present the development of a form-finding tool based on Reissner-Simo’s theory and the dynamic relaxation method, in order to find the static equilibrium of the system. The choice of form-finding parameters as the target curve length and the kinematic constraints at beam ends will determine the shape of the final structure in the ‘design-oriented’ process. Several numerical examples on a range of structures are tested to validate the formulation.
ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2017.09.045