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Related Concept Videos

Plastic Deformation in Circular Shafts01:20

Plastic Deformation in Circular Shafts

182
When materials are subjected to forces that surpass their yield strength, they undergo a process known as plastic deformation. This results in a permanent alteration or strain in their structure. This concept can be specifically applied to circular shafts, where the deformation leads to a change in its shape. The precise evaluation of this plastic deformation requires understanding the stress distribution within the circular shaft, which is achieved by calculating the maximum shearing stress in...
182
Deformation in a Circular Shaft01:10

Deformation in a Circular Shaft

273
One of the distinctive characteristics of circular shafts is their ability to maintain their cross-sectional integrity under torsion. In other words, each cross-section continues to exist as a flat, unaltered entity, simply rotating like a solid, rigid slab. To understand the distribution of shearing stress within such a shaft, consider a cylindrical section inside this circular shaft. This section has a length of L and a radius of R, with one end fixed. The radius of the cylindrical section is...
273
Plastic Deformations01:19

Plastic Deformations

123
Plastic deformation represents a fundamental concept in materials science, which explains the irreversible change in the shape of a material when it experiences stress beyond its elastic capability. This phenomenon is important in structural engineering, especially in designing and analyzing cantilever beams—structures that are securely fixed at one end and bear loads at the opposite end. When these beams are subjected to loads within their elastic range, they will return to their...
123
Deformation of Member under Multiple Loadings01:11

Deformation of Member under Multiple Loadings

159
When a rod is made of different materials or has various cross-sections, it must be divided into parts that meet the necessary conditions for determining the deformation. These parts are each characterized by their internal force, cross-sectional area, length, and modulus of elasticity. These parameters are then used to compute the deformation of the entire rod.
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
159
Temperature Dependent Deformation01:12

Temperature Dependent Deformation

143
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
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Plastic Deformations of Members with a Single Plane of Symmetry01:21

Plastic Deformations of Members with a Single Plane of Symmetry

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When a structural member undergoes plastic deformation due to bending, it is crucial to understand the position of the neutral axis and the stress distribution. This member, characterized by a single plane of symmetry, exhibits a uniform stress distribution, with negative stress above the neutral axis and positive stress below. Notably, the neutral axis does not align with the centroid of the cross-section. This misalignment is typical in cases where the cross-section is not rectangular or...
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Complex Deformation in Soft Cylindrical Structures via Programmable Sequential Instabilities.

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Summary
This summary is machine-generated.

Hyperelastic cylindrical shells buckle under negative pressure, enabling programmable inflatable structures. Researchers identified design parameters to control post-buckling deformation modes like twisting-contraction and bending for soft machines.

Keywords:
cylindrical shellsprogrammable instabilitiessoft structuresvacuum

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Area of Science:

  • Soft robotics
  • Materials science
  • Mechanical engineering

Background:

  • Hyperelastic cylindrical shells exhibit significant deformation under pressure, making them suitable for programmable inflatable structures.
  • The initial buckling behavior of these shells under vacuum is understood, but the post-buckling regime remains less explored.

Purpose of the Study:

  • To investigate the post-buckling behavior of hyperelastic cylindrical shells under negative pressure.
  • To identify design parameters that control post-buckling deformation modes.
  • To harness instability-driven deformations for creating programmable soft machines.

Main Methods:

  • Experimental analysis of hyperelastic cylindrical shells under varying negative pressure.
  • Systematic variation of shell geometry (e.g., homogeneous shells) and thickness distribution.
  • Observation and characterization of post-buckling deformation modes, including coupled twisting-contraction and bending.

Main Results:

  • A specific region in the design space was identified exhibiting a coupled twisting-contraction post-buckling deformation mode.
  • The proportion of twist versus contraction can be precisely controlled by adjusting the geometry of homogeneous shells.
  • Bending as a post-buckling mode can be induced by circumferentially varying shell thickness.

Conclusions:

  • The post-buckling regime of hyperelastic cylindrical shells offers rich, recoverable deformation modes.
  • Programmable control over twisting-contraction and bending deformations is achievable through geometric and thickness design.
  • These instability-driven, recoverable deformations can be utilized to develop soft machines with programmable movements from a single actuation input.