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Related Concept Videos

Angle of Twist: Problem Solving01:13

Angle of Twist: Problem Solving

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An electric motor applies a torque of 700 N·m to an aluminum shaft, triggering a stable rotation. Two pulleys, B and C, are subjected to torques of 300 N·m and 400 N·m, respectively. The modulus of rigidity is provided as 25 GPa. With the knowledge of the length and diameter of each segment, the twist angle between the two pulleys can be computed. First, a section cut is made between pulleys B and C, and the cut cross-section is analyzed using a free-body diagram. Given that the torque...
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Angle of Twist - Elastic Range01:13

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Consider a cylindrical shaft with a length denoted by L and a consistent cross-sectional radius referred to as r. This shaft undergoes a torque at the free end. The highest shearing strain within the shaft is directly proportional to the twist angle and the radial distance from the shaft axis. When the shaft behaves elastically, this shearing strain can be articulated using variables such as the applied torque, radial distance, the polar moment of inertia, and the modulus of rigidity. By...
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Unsymmetric Loading of Thin-Walled Members01:23

Unsymmetric Loading of Thin-Walled Members

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Thin-walled members with non-symmetrical cross-sections are vital to engineering structures, offering material efficiency and structural integrity. However, unsymmetrical loading on these members leads to complex stress distributions, resulting in simultaneous bending and twisting can cause deformation or structural failure. The interaction between bending and twisting requires detailed analysis to ensure structural resilience.
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Bending and torsional moments are two fundamental concepts in structural engineering. They play an important role in understanding the behavior of materials and structures under different loading conditions.
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Circular shafts undergoing torsional stress maintain their cross-sectional integrity due to their axisymmetric nature. This symmetry ensures an even distribution of stress, allowing the shaft to withstand torsion without distorting. In contrast, square bars, lacking this axial symmetry, experience significant distortion across their cross-sections when subjected to torsion, with the exception of along their diagonals and at lines connecting midpoints. A detailed examination of a cubic element...
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Unsymmetric Bending

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Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
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Method to Measure Tone of Axial and Proximal Muscle
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Adaptive Twisting Metamaterials.

Mattia Utzeri1, Maria L Gatto1, Edoardo Mancini2

  • 1Department of Industrial Engineering and Mathematical Sciences, Polytechnic University of Marche, Ancona, 60121, Italy.

Advanced Materials (Deerfield Beach, Fla.)
|October 22, 2025
PubMed
Summary

Researchers developed twisting metamaterials for adaptive crashworthiness. These architected lattices offer tunable force-displacement pathways, enhancing energy absorption in protective systems.

Keywords:
Cosserat continuum mechanicsadaptive crashworthinessadditive manufacturingtwisting gyroidtwisting metamaterials

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Area of Science:

  • Materials Science
  • Mechanical Engineering
  • Metamaterials

Background:

  • Next-generation protective systems need materials that adapt to impact severity.
  • Existing materials often have fixed responses, limiting protection effectiveness.
  • Adaptive materials offer multiple force-displacement pathways for tailored impact response.

Purpose of the Study:

  • Introduce twisting metamaterials as a novel class of adaptive architected lattices.
  • Investigate the mechanics and adaptive crashworthiness of these structures.
  • Demonstrate a multiscale predictive framework for their design and application.

Main Methods:

  • Utilized micropolar elasticity to model the mechanics of twisting metamaterials.
  • Employed a multiscale predictive framework combining Cosserat continuum mechanics, finite element modeling, and experimental validation.
  • Additively manufactured and tested twisting gyroid structures under quasi-static and dynamic compression with varying torsional constraints.

Main Results:

  • Twisting metamaterials exhibit geometry-induced torsional actuation and nonlinear responses.
  • Constrained rotation leads to high axial stiffness (4.8 GPa), collapse stress (21 MPa), and specific energy absorption (15.36 J/g).
  • Free-to-twist and over-rotation conditions reduce performance by up to 33%, demonstrating adaptive energy absorption.

Conclusions:

  • Twisting metamaterials offer tunable mechanical responses for adaptive crashworthiness.
  • The developed multiscale framework accurately predicts performance and guides design.
  • These materials show promise for advanced protection systems in automotive, aerospace, and defense applications.