Abstract

Cytoskeletal networks to transmission towers are comprised of slender elements. Slender filaments bend and buckle more easily than stretch. Therefore a deforming network is expected to exhaust all possible bending-based modes before engaging filament stretch. While the large-strain bending critically determines fibrous-media response, simulations use small-strain and jointed approximations. At low resolution, these approximations inflate bending resistance and delay buckling onset. The proposed string-of-continuous-beams (SOCB) approach captures 3D nonlinear Euler bending of filaments with high fidelity at low cost. Bending geometry (i.e. angles and its differentials) is solved as primary variables, to fit a 5th order polynomial of the contour angle. Displacement, solved simultaneously as length conservation, is predicted with C3 and C6 smoothness between and within segments, using only 2 nodes. In the chosen analysis frame, in-plane and out-plane moments can be decoupled for arbitrarily-curved segments. Complex crosslink force-transfers can be specified. Simulations show that when a daughter branch is appended, the buckling resistance of a filament changes from linear to nonlinear before reversible collapse. An actin outcrop with 8 generations of mother-daughter branching produced the linear, nonlinear, and collapse regimes observed in compression experiments. ‘Collapse’ was a redistribution of outcrop forces following the buckling of few strands.

Highlights

  • From the actin network of the cytoskeleton to the cables of suspension bridges, nature and man have effectively used slender filaments for purposes of detection and structural support[1,2,3,4]

  • It can be argued that the performance of the SOCB model should be compared against Finite Elements (FE) approaches using 6th order interpolation

  • Angles are instead approximated as differentials of displacement, thereby removing the proportionality between curvature and mechanics specified by large-strain Euler bending physics

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Summary

Introduction

From the actin network of the cytoskeleton to the cables of suspension bridges, nature and man have effectively used slender filaments for purposes of detection and structural support[1,2,3,4]. In the ‘jointed’ approximation, the continuous resistance to angle change present in a bending filament is restricted to occurring only at hinge joints www.nature.com/scientificreports connecting straight and rigid segments of filaments (Fig. 1, top panel)[35,36].

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