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Which Rope Breaks? A Study of Tension Distribution in Multi-Rope Systems

Amir Eskandari-asl, Roberto De Luca

TL;DR

The paper analyzes how tension distributes in massless rope networks under different loading conditions, focusing on vertical two-rope and Y-shaped three-rope configurations to reveal how dynamics and geometry govern which rope fails first. It demonstrates that rapid pulling causes the lower rope to break in the two-rope system, while gradual pulling breaks the upper rope; for the three-rope system a critical angle $\theta_C=60^{\circ}$ governs which ropes fail first, and attaching a mass at the junction introduces a mass-dependent shift in this critical angle. The authors provide analytic expressions for the breaking thresholds and validate them with quasi-static experiments using cotton strings, showing good agreement within experimental uncertainty. The work offers a clear, educational demonstration of Newtonian mechanics, force balance, and the role of geometry in stability, with practical classroom applications.

Abstract

We investigate the tension distribution in systems of mass-less ropes under different loading conditions. For a two-rope system, we demonstrate how the breaking scenario depends on the applied force dynamics: rapid pulling causes the lower rope to break, while gradual pulling leads to upper rope failure. Extending to a three-rope Y-shaped configuration, we identify a critical angle $θ_{C}=60^{\circ}$ that determines which rope breaks first. When the angle between the upper ropes exceeds this critical value, the upper ropes fail before the lower one. We further analyze how an attached mass at the junction point modifies this critical angle and establish maximum mass limits for valid solutions. Our results provide practical insights for introductory physics students understanding static forces and system stabilities.

Which Rope Breaks? A Study of Tension Distribution in Multi-Rope Systems

TL;DR

The paper analyzes how tension distributes in massless rope networks under different loading conditions, focusing on vertical two-rope and Y-shaped three-rope configurations to reveal how dynamics and geometry govern which rope fails first. It demonstrates that rapid pulling causes the lower rope to break in the two-rope system, while gradual pulling breaks the upper rope; for the three-rope system a critical angle governs which ropes fail first, and attaching a mass at the junction introduces a mass-dependent shift in this critical angle. The authors provide analytic expressions for the breaking thresholds and validate them with quasi-static experiments using cotton strings, showing good agreement within experimental uncertainty. The work offers a clear, educational demonstration of Newtonian mechanics, force balance, and the role of geometry in stability, with practical classroom applications.

Abstract

We investigate the tension distribution in systems of mass-less ropes under different loading conditions. For a two-rope system, we demonstrate how the breaking scenario depends on the applied force dynamics: rapid pulling causes the lower rope to break, while gradual pulling leads to upper rope failure. Extending to a three-rope Y-shaped configuration, we identify a critical angle that determines which rope breaks first. When the angle between the upper ropes exceeds this critical value, the upper ropes fail before the lower one. We further analyze how an attached mass at the junction point modifies this critical angle and establish maximum mass limits for valid solutions. Our results provide practical insights for introductory physics students understanding static forces and system stabilities.

Paper Structure

This paper contains 6 sections, 11 equations, 3 figures.

Figures (3)

  • Figure 1: Two-rope configuration: A mass $m$ connects an upper rope (tension $T_{2}$) and a lower rope (tension $T_{1}$). The forces are also presented in a polygon diagram. The breaking behavior depends on how force is applied to the lower rope. For a rapid pull down, the ropes cannot be considered rigid, and the mass accelerates for a short period of time. However, for a static situation with the force $\overrightarrow{T}_{1}$ gradually increasing, the acceleration, $\overrightarrow{a}$, vanishes and we assume the ropes to be ideally rigid.
  • Figure 2: Three-rope Y-configuration with the forces shown in polygon too. The angle $2\theta$ between upper ropes determines which rope breaks first under vertical loading. The value of the tension force in the upper ropes is the same: $T_{2}=T_{2}^{\prime}$.
  • Figure 3: Experimental setup and results. (a) Measurement of breaking tension $T_{B}$ using a single string. (b) Three-rope case (Y-configuration) without mass at junction for measuring $T_{1}^{(B)}$. (c) Three-rope case (Y-configuration) with mass $m=0.400$ kg at the junction. In the panels (a),(b) and (c), the cotton strings are very difficult to be seen as they are very thin, and are therefore marked by thick red lines. Note that, due to the camera perspective, some of the vertical strings may not appear perfectly vertical. (d) Measured $T_{B}$ values from multiple trials, with gray band showing mean $\pm$ standard deviation. (e) Maximum exerted force, $T_{1}^{(B)}$, versus angle $\theta$ for massless three-rope case ($m=0$), compared with theoretical prediction (gray band). (f) $T_{1}^{(B)}$ versus $\theta$ for the three-rope case with mass at junction, showing reduced critical angle.