Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2012. / Cataloged from PDF version of thesis. / Includes bibliographical references (p. 22). / Granular medias such as sands, beads and even coffee exhibit the phenomenon of jamming when exposed to compressive stresses. Jamming refers to the process by which a normally smooth flowing material comprised of discrete individual grains forms a pseudo-solid when subjected to stress. Under normal loading, the interactions between individual particles of the material are not great enough to severely inhibit relative motion but when the macroscopic material is subjected to a large compressive force, the interlocking of and friction between the individual granular particles takes over and forms an interlocked, solid like structure. The extent to which a media jams is dependent upon many properties of the media including the size, shape, homogeneity, surface texture and chemical makeup of the particles. It is also dependent upon the magnitude of the force applied to the media and the distribution of the force applied. Using vacuum to apply stress, jammed media can be used to create easily reconfigurable structural elements. The analysis of such a structural element is very similar to analyses done in soil mechanics where the "strength" of the soil depends on the stress applied, the rate of stress application and the physical properties of the soil particles themselves. Most applications of soil mechanics (such as with buildings or vehicles) are concerned with the interaction of the force at what could relatively be considered the surface of the soil due to the much greater diameter of Earth. A jammed media structure is of finite thickness and thus loads can easily permeate through the entire structure. Thus to properly understand the mechanics under which jamming can occur a simple model was created. This model looks into the behavior of jammed structures subjected to three point bending. It does so by examining the forces between the individual particles and using simple beam bending mechanics. A downward trend was observed in the strength of a jammed structure relative to the grain size of the granular media. This trend was corroborated by a physical test of beams on an Instron machine. / by Sammy Mohsen Khalifa. / S.B.
| Identifer | oai:union.ndltd.org:MIT/oai:dspace.mit.edu:1721.1/74444 |
| Date | January 2012 |
| Creators | Khalifa, Sammy Mohsen |
| Contributors | Alexander Slocum., Massachusetts Institute of Technology. Dept. of Mechanical Engineering., Massachusetts Institute of Technology. Dept. of Mechanical Engineering. |
| Publisher | Massachusetts Institute of Technology |
| Source Sets | M.I.T. Theses and Dissertation |
| Language | English |
| Detected Language | English |
| Type | Thesis |
| Format | 26 p., application/pdf |
| Rights | M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission., http://dspace.mit.edu/handle/1721.1/7582 |
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