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Published on: March 7, 2018
Eulerian formulation of elastic rods
Alexandre Huynen1, Emmanuel Detournay2, Vincent Denoël3
1Division of Structural Engineering, Department of Architecture, Geology, Environment and Constructions, University of Liège, Liège, Belgium; Department of Civil, Environmental and Geo-Engineering, University of Minnesota, Minneapolis, MN, USA; F.R.I.A., F.R.S.-FNRS, National Fund for Scientific Research, Brussels, Belgium.
Abstract:
In numerous biological, medical and engineering applications, elastic rods are constrained to deform inside or around tube-like surfaces. To solve efficiently this class of problems, the equations governing the deflection of elastic rods are reformulated within the Eulerian framework of this generic tubular constraint defined as a perfectly stiff normal ringed surface. This reformulation hinges on describing the rod-deformed configuration by means of its relative position with respect to a reference curve, defined as the axis or spine curve of the constraint, and on restating the rod local equilibrium in terms of the curvilinear coordinate parametrizing this curve. Associated with a segmentation strategy, which partitions the global problem into a sequence of rod segments either in continuous contact with the constraint or free of contact (except for their extremities), this re-parametrization not only trivializes the detection of new contacts but also transforms these free boundary problems into classic two-points boundary-value problems and suppresses the isoperimetric constraints resulting from the imposition of the rod position at the extremities of each rod segment.
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