torsional instability

{{Short description|Mechanical phenomenon where twisting forces cause sudden structural deformation}}

File:Tacoma bridge torsional instability.png wobbling and eventually, collapsing, 7 November, 1940, filmed by Barney Elliot. The cause has been attributed to wind conditions causing torsional instability of the bridge.]]

Torsional instability is a mechanical phenomenon where a structural element subjected to twisting (torsional) forces undergoes sudden deformation or failure beyond a critical torque threshold. This instability is characterized by a rapid transition from stable twisting to helical buckling, kinking, or collapse, often observed in slender rods, beams, and architectural structures.{{cite book |last1=Parker |first1=Matt |title=Humble Pi: A Comedy of Maths Errors |date=2019 |publisher=Penguin Books Limited |isbn=978-0-14-198913-6 |pages=39–44 }}{{cite journal |last1=Zhou |first1=Wei |last2=Jia |first2=Zheng |title=Pulling actuation enabled by harnessing the torsional instability of hyperelastic soft rods |journal=Extreme Mechanics Letters |date=August 2022 |volume=55 |pages=101807 |doi=10.1016/j.eml.2022.101807 |bibcode=2022ExML...5501807Z }}{{Cite journal |last=Pugsley |first=A.G. |title=Torsional Instability in Struts |journal=Aircraft Engineering and Aerospace Technology |volume=4 |issue=9 |pages=229–230 |year=1932 |doi=10.1108/eb029591 }}

Examples

The Dee Bridge collapsed in 1847 after adding extra weight to the bridge in the form of rocks and gravel to reduce track vibration, but lead to a critical point of torsional instability. The Tacoma Narrows Bridge collapsed in 1940 due to specific wind conditions that were exacerbated by torsional oscillations, transitioning from vertical to destructive twisting modes.{{cite journal |last1=Arioli |first1=Gianni |last2=Gazzola |first2=Filippo |title=Torsional instability in suspension bridges: The Tacoma Narrows Bridge case |journal=Communications in Nonlinear Science and Numerical Simulation |date=2017 |volume=42 |pages=342–357 |doi=10.1016/j.cnsns.2016.05.028 |arxiv=1508.03200 |bibcode=2017CNSNS..42..342A }} In the 1970s, occupants of the top floors of the John Hancock Tower reported feeling motion sickness, which was later revealed to be due to torsional instability of the building.

This phenomenon is also known to happen to drill strings and pipelines, buckling under rotational loads in oil/gas extraction, as well as aircraft wings, experiencing torsional flutter under aerodynamic forces.{{cite journal |last1=Antonelli |first1=Richard G. |last2=Meyer |first2=Keith J. |last3=Oppenheim |first3=Irving J. |title=Torsional instability in structures |journal=Earthquake Engineering & Structural Dynamics |date=January 1981 |volume=9 |issue=3 |pages=221–237 |doi=10.1002/eqe.4290090304 |bibcode=1981EESD....9..221A }}

Mitigation strategies

A way to reduce the chance of torsional instability is by making cross-sections stiffer. This can be done by choosing shapes that naturally resist twisting, like hollow tubes or cross-shaped sections, instead of shapes like flat plates, which twist more easily. Stiffer cross-sections provide more resistance to the twisting force and help the structure remain stable. Another way is by implementing braces, which are structural components that provide extra stability and strength to a building or structure. For example, twisting a scaffold is harder than twisting a ladder because the scaffold has braces that resist twisting, making it much stiffer and more stable than the ladder. Similarly, bracing systems in a building distribute forces and provide resistance against torsion.{{Cite web |title=Torsional Rigidity: Principles, Calculations, and Applications |url=https://firstmold.com/tips/torsional-rigidity/ |website=FirstMold |date=2024-09-09 |access-date=2025-05-02}}

In addition to modifying the shape and bracing, engineers can use materials to make structures stronger and lighter at the same time. These materials include composites like carbon fiber or hybrid materials that are better at resisting twisting forces than traditional steel or concrete. For example, bridges or buildings made with these materials can carry heavy loads and resist twisting without becoming overly bulky or heavy.

Engineers also rely on mathematical models and computer simulations to predict how a structure will respond to torsional forces under different conditions, such as strong winds, earthquakes, or heavy traffic. These digital tools allow engineers to analyze and optimize their designs before construction begins, ensuring the structure can handle these forces while still being safe, functional, and cost-efficient.

See also

References

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Further reading

  • {{cite journal |last1=Pham |first1=Thang |last2=Oh |first2=Sehoon |last3=Stetz |first3=Patrick |last4=Onishi |first4=Seita |last5=Kisielowski |first5=Christian |last6=Cohen |first6=Marvin L. |last7=Zettl |first7=Alex |title=Torsional instability in the single-chain limit of a transition metal trichalcogenide |journal=Science |date=20 July 2018 |volume=361 |issue=6399 |pages=263–266 |doi=10.1126/science.aat4749 |pmid=30026223 |arxiv=1803.02866 |bibcode=2018Sci...361..263P }}
  • {{cite journal |last1=Ciarletta |first1=P. |last2=Destrade |first2=M. |title=Torsion instability of soft solid cylinders |journal=IMA Journal of Applied Mathematics |date=October 2014 |volume=79 |issue=5 |pages=804–819 |doi=10.1093/imamat/hxt052 |arxiv=2009.09790 }}
  • {{cite journal |last1=Gent |first1=A.N |last2=Hua |first2=K.-C |title=Torsional instability of stretched rubber cylinders |journal=International Journal of Non-Linear Mechanics |date=April 2004 |volume=39 |issue=3 |pages=483–489 |doi=10.1016/S0020-7462(02)00217-2 |bibcode=2004IJNLM..39..483G }}
  • {{cite journal |last1=Vercosa |first1=D. G. |last2=Barros |first2=E. B. |last3=Souza Filho |first3=A. G. |last4=Mendes Filho |first4=J. |last5=Samsonidze |first5=Ge. G. |last6=Saito |first6=R. |last7=Dresselhaus |first7=M. S. |title=Torsional instability of chiral carbon nanotubes |journal=Physical Review B |date=21 April 2010 |volume=81 |issue=16 |page=165430 |doi=10.1103/PhysRevB.81.165430 |bibcode=2010PhRvB..81p5430V |hdl=1721.1/58774 |hdl-access=free }}
  • {{cite journal |last1=Berchio |first1=Elvise |last2=Gazzola |first2=Filippo |title=A qualitative explanation of the origin of torsional instability in suspension bridges |journal=Nonlinear Analysis: Theory, Methods & Applications |date=July 2015 |volume=121 |pages=54–72 |doi=10.1016/j.na.2014.10.026 |arxiv=1404.7351 }}
  • {{cite journal |last1=Bonheure |first1=Denis |last2=Gazzola |first2=Filippo |last3=Dos Santos |first3=Ederson Moreira |title=Periodic Solutions and Torsional Instability in a Nonlinear Nonlocal Plate Equation |journal=SIAM Journal on Mathematical Analysis |date=January 2019 |volume=51 |issue=4 |pages=3052–3091 |doi=10.1137/18M1221242 |arxiv=1809.09783 }}
  • {{cite book |doi=10.1007/978-3-7091-2708-7_6 |chapter=Flutter and Torsional Instability |title=Wind-Excited Vibrations of Structures |date=1994 |last1=Wardlaw |first1=R. L. |pages=293–319 |isbn=978-3-211-82516-7 }}

Category:Mechanical engineering

Category:Elasticity (physics)