Discrete Elastic Ribbons: A Unified Discrete Differential Geometry Framework for One-Dimensional Energy Models
Shivam Kumar Panda, M Khalid Jawed

TL;DR
This paper develops a unified discrete differential geometry framework for elastic ribbons, capturing width-dependent effects and comparing multiple models against finite element benchmarks.
Contribution
It introduces a novel energy formulation based on coupled bending-twisting strains and provides analytical derivatives for efficient simulation.
Findings
Sano model best captures width-dependent bifurcation shifts.
The framework enables efficient $ ext{O}(N)$ per-iteration computations.
Comparison of five ribbon models highlights differences in accuracy and computational cost.
Abstract
Elastic ribbons, slender structures whose length (), width (), and thickness () satisfy , exhibit mechanical behaviors intermediate between one-dimensional rods () and two-dimensional plates (). In quadratic Kirchhoff-type rod-based frameworks, such as Discrete Elastic Rods (DER), the governing equilibrium equations are independent of width, and therefore these models cannot capture width-dependent mechanical effects. Reduced centerline-based ribbon models attempt to capture width dependence via coupled bending-twisting energies. However, their relative accuracy remain unclear due to the absence of a unified simulation framework. In this work, we formulate a framework grounded in discrete differential geometry where the energy is expressed as functions of coupled bending-twisting strain measures along the centerline, rather than a linear…
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