A form-finding method based on the geometrically exact rod model for bending-active structures. (1st December 2017)

• Record Type: Journal Article
• Authors: Bessini, J.; Lázaro, C.; Monleón, S.
• Is Part Of: Engineering structures. Volume 152(2017:Dec. 01)
• Page Start: 549
• Page End: 558
• Publication Date: 2017-12-01
• Subjects: Form-finding -- Bending-active structures -- Dynamic relaxation -- Geometrically exact rod model; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.09.045
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: 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. Abstract: 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.