A finite-difference formulation of elastic rod for the design of actively bent structures. (15th June 2016)

• Record Type: Journal Article
• Authors: D'Amico, B.; Zhang, H.; Kermani, A.
• Is Part Of: Engineering structures. Volume 117(2016:Jun. 15)
• Page Start: 518
• Page End: 527
• Publication Date: 2016-06-15
• Subjects: Active bending -- Form finding -- Discrete elastic rod -- Dynamic Relaxation -- Finite-difference-method; 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.2016.03.034
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A finite-difference rod is proposed for the form-finding of active-bending structures. The rod-element formulation is solved by Dynamic Relaxation method. Only translational Degrees of Freedom are explicitly computed. The rod-formulation handles cross-section anisotropy and straight unstressed geometry. Abstract: A discrete formulation of elastic rod has been tailored for the particular design task of geometric modelling, form finding and analysis of actively bent structural systems. The rod element is fully described by using vector based quantities, hence making it easy to implement and be suitable for explicit resolution methods such as the Dynamic Relaxation (DR). From this point of view, the model under consideration aims to provide a natural enhancement, of existing DR schemes of elastic rods, primarily formulated for analysis/design of stressed spline structures with isotropic cross-section, whilst, the proposed formulation allows for the general case of initially straight rods with anisotropic cross-section and torsional stiffness effects, to be taken into consideration. In order to avoid numerical conditioning problems, the method adopts a reduced Degrees of Freedom approach, however, the design limitations usually involved with such an approach, are 'removed' by adopting the Bishop theory of framed curves, hence making it possible to reduce to only three (translations) the Degrees of Freedom to be explicitly computed by numerical integration of the corresponding acceleration terms.