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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

Granular Composite with Addressable and Tunable Stiffness

Elashwah, Ahmed A. 01 August 2024 (has links)
An integral part in the field of soft robotics is the ability to tune material stiffness. This adaptability is inspired from the natural ability of organisms to alter their stiffness to perform various tasks. The most common approach to mimic this ability is through granular jamming, where a granular material switches between fluid and solid-like states based on density alterations caused by vacuum pressure. In this thesis, a cuboid composite material is introduced, containing internal cylindrical chambers arranged in distinct matrix configurations (2x2, 3x3, and 4x4). A custom-designed pneumatic system enables precise control over this transition, allowing for selective modulation of stiffness across different regions of the material by applying differing pressures to specific regions of the composite material. This approach not only allows for rapid changes in stiffness, but enables stiffness to be adjusted uniformly throughout the material or localized to specific areas. This approach also allows for predictive modeling of granular composites to better understand its mechanical response under differential pressures. / Master of Science / Soft robotics is a field that mimics the flexibility of living organisms such as octopi, geckos, etc., to create machines that can adapt to various tasks and environments. One of the unique features of these robots is their ability to change how stiff or soft they are, much like an octopus can alter the rigidity of its tentacles when gripping an object. A method called granular jamming is at the heart of this technology. It involves using materials made up of tiny particles, like coffee grounds or sand, that can switch between flowing freely like a liquid and locking together like a solid. This switch is controlled by changing the space between the particles, usually by sucking out air to pack them tightly. The research in this thesis introduces a special type of material designed as a rubber-like cube containing multiple small cylindrical compartments arranged in different patterns, such as 2x2 or 4x4 grids. Each compartment is filled with these unique particle-based materials, in this particular instance, the material is coffee grounds. We use a specially designed air pressure system to selectively adjust the air pressure in these compartments, making the material stiffer or softer as needed. This allows us to control the stiffness with great precision, either uniformly across the whole block or in specific areas. The experiments conducted in this thesis show a clear pattern: the more air pressure is decreased (making it more negative), the stiffer the material becomes. This finding confirms that granular jamming is a promising strategy for rapidly and precisely controlling material stiffness for future soft robotic applications.
2

Shape Effects on Jamming of Granular Materials

Farhadi, Somayeh January 2012 (has links)
<p>In this work, we have focused on the jamming properties of systems composed of semi-2D elliptical shaped particles. In order to study these systems, we have performed three types of experiments: Couette shear, biaxial isotropic compression, and biaxial pure shear. In each experimental scheme, we take data for both systems of ellipses an bi-disperse disks, in order to probe the effect of broken spherical symmetry at the particle scale, on the global behavior. We use two synchronized cameras to capture the flow of particles and the local stress at the same time.</p><p>In Couette experiments, we study the rheological properties, as well as the stress fluctuations for very large strains (up to 20 revolutions of the inner wheel). The system is sheared for densities below the isotropic jamming point (point J). From these studies we learn that over a small range of packing fractions, ($0.85 \leq \phi \leq 0.86$),</p><p>systems of ellipses demonstrate exceptionally slow dynamical evolution when they are sheared. For</p><p>fixed density, and starting from an essentially unstressed state, the application of shear strain leads to</p><p>first a growth of average particle displacements in the system through a Reynolds dilatancy effect,</p><p>and then for very large strains, a steady decrease in particle displacements. In an intermediate</p><p>range of shear strains, the system exists in effectively meta-stable states for a very long time</p><p>before relaxing to an unjammed state, in which the flow of particles stops completely, and the</p><p>stress fluctuations drop to zero. The strain scale for this relaxation depends on the global packing</p><p>fraction. We characterize this slow dynamics by measuring the evolution of mean velocity, density,</p><p>and orientational order throughout the experiments. In a similar set of experiments performed on</p><p>disks, slow relaxation was observed as well. However, the increasing average displacement build-up</p><p>before relaxation, which was observed in ellipses, did not occur for disks. This suggests that the</p><p>slow relaxation towards an unjammed state in ellipses is associated with the possibility of small and</p><p>slow changes in their orientations, which then allow a more efficient packing.</p><p>In order to study the stress fluctuations, we implement photoelastic properties of the particles. We are able to track the $g^{2}$ (a measure of local stress) of each particle throughout the entire experiment. </p><p>Unlike disks, the power spectra of $g^2$, $P(\omega)$, is not rate invariant for ellipses. In other words, all curves of $R P(\omega)$ vs. $\omega / R$ (where $R$ is the shear rate) with different values of $R$, collapse to a single curve for disks, but not for ellipses.</p><p>The rate invariance of spectra was previously studied for sheared spherical glass beads and semi-2D pentagonal particles. This is the first experimental work in which the fluctuations of granular systems composed of elongated particles is addressed. </p><p>We have also studied the formation and destruction of stress avalanches during Couette shear in both systems of disks and ellipses. In particular, we introduce measures which characterize the size and shape of stress avalanches. Analysis of these measures shows that the build-up and release of stress in both systems of disks and ellipses have similar distributions which indicates that the deformation of particles in a Couette cell does not resemble stick-slip behavior. We also find that the build-up and release of stress is faster is larger avalanches.</p><p>Cyclic isotropic compression is performed on semi-2D systems of bi-disperse disks and identical ellipses with aspect ratio 2, which are composed of photoelastic particles. In each compression cycle, the system is compressed with a total strain of $1.6\%$ and then expanded to the initial state. After completion of each half cycle, the system is allowed to relax, then imaged by two synchronized cameras. The packing fraction, $\phi$, of compressed states are chosen above the isotopic jamming point (point J). In both systems of disks and ellipses, we observed relaxation of global stress over long compression cycles. We find that the global stress drops with a power law over time ($\sigma \sim C t^{-A}$). The exponent of decay, $A$, drops linearly with increasing $\phi$, and hits zero at $\phi \simeq 0.89$ for disks, and $\phi \simeq 0.93$ for ellipses. Above these packing fractions, the system is stable with respect to its global stress. </p><p>In order to understand the origin of this slow stress dilation, we have studied the structural changes of the system, including Falk-Langer measures of affine and non-affine deformations, as well as average contact per particle.</p> / Dissertation
3

Developing Constitutive Equations for Polymer Foams Under Cyclic Loading

Chen, Linling 11 December 2012 (has links)
No description available.
4

MODELING STRUCTURAL POLYMERIC FOAMS UNDER COMBINED CYCLIC COMPRESSION-SHEAR LOADING

Alkhtany, Moshabab Mobarek, H 30 August 2016 (has links)
No description available.

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