DOI: 10.1515/tp-2026-0115 ISSN: 3052-878X

From stiff to rigid spring polymer part I: dumbbell dynamics

Nhan Phan-Thien, Duc Hoa Ton Le, Hai M. Duong

Abstract

Elastic and rigid dumbbells are two of the simplest models in polymer kinetic theory. It is natural to expect that an elastic dumbbell with a finite natural length becomes a rigid dumbbell when the spring stiffness tends to infinity. The limit, however, is singular. For a spring of stiffness H , natural length L , and connector length Q , rigidity requires Q → L , while the spring force H ( Q − L ) need not vanish. Instead, the extension tends to zero in such a way that H ( Q − L ) approaches the finite constraint tension of the rigid dumbbell. Thus, setting Q = L before taking the stiff-spring limit removes precisely the force required to maintain rigidity. In this Tutorial, we develop the stiff-spring limit of a finite-rest-length elastic dumbbell step by step. The deterministic problem first shows that the radial motion becomes a fast variable, with relaxation time τ H = ζ /(2 H ), while the flow-induced extension is O ( H −1 ). The product H ( Q − L ) remains finite and becomes the rigid-dumbbell constraint tension, while projection perpendicular to the connector recovers the rigid orientation equation. Brownian motion is then included consistently with the fluctuation-dissipation theorem. Introducing

ϵ = k B T H L 2 , $${\epsilon}=\frac{{k}_{\text{B}}T}{H{L}^{2}},$$
the thermal radial width is O ( ϵ 1/2 ), whereas the radial relaxation time relative to the rigid-dumbbell rotational time satisfies τ H / τ R = 6 ϵ . Thus the radial degree of freedom becomes simultaneously narrow and fast. A radial boundary-layer reduction of the configurational Smoluchowski equation then gives the orientational Smoluchowski equation of the rigid dumbbell. Finally, the elastic Kramers stress is treated by the same limiting procedure. Although the radial extension vanishes, its flow-induced and Brownian contributions leave finite terms, and the standard rigid-dumbbell stress is recovered. The analysis shows that a rigid dumbbell is obtained not by setting the elastic extension equal to zero, but by taking a singular limit in which the radial coordinate disappears while its constraint force and stress contributions remain finite.

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