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  5. Radial and longitudinal variation of the mechanical properties of bamboo

Radial and longitudinal variation of the mechanical properties of bamboo

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Author(s)
García, Lina M. (Lina Mariá García De la Ossa)
Advisor(s)
Lorna J. Gibson.
Date Issued
2011
Publisher
Massachusetts Institute of Technology
Abstract
Although used for millennia, only recently has there been an increased interest in bamboo as a construction material for its economic, social and environmental benefits. For bamboo to be widely implemented in construction, however, there is a need to better understand the variation in the plant's mechanical properties. The microstructure of bamboo and the mechanical properties of the solid cell wall material of bamboo were characterized for use in models for the variation of the overall mechanical properties of bamboo as a function of radial and longitudinal position. The density of bamboo and the volume fraction of vascular bundles in the bamboo increases with radial position (away from the center of the culm) and decreases with height. Tensile tests follow the trends predicted by the models. Young's modulus and strength increase with radial position (away from the center of the culm). Values for Young's modulus were in the range of 5 to 40 GPa and values for strength varied from 100 to 400 MPa.
Description
Thesis: S.B., Massachusetts Institute of Technology, Department of Materials Science and Engineering, 2011.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 47-48).
Subjects
Materials Science and Engineering.
MIT Department
Massachusetts Institute of Technology. Department of Materials Science and Engineering
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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
Persistent DSpace Link
http://hdl.handle.net/1721.1/101858
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