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Development of a new natural fiber-r...
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Gallant, Brian Keith.
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Development of a new natural fiber-reinforced polymer composite and its application in glulam tudor arches.
紀錄類型:
書目-語言資料,印刷品 : Monograph/item
正題名/作者:
Development of a new natural fiber-reinforced polymer composite and its application in glulam tudor arches./
作者:
Gallant, Brian Keith.
面頁冊數:
195 p.
附註:
Adviser: Farid Taheri.
Contained By:
Masters Abstracts International41-06.
標題:
Chemistry, Polymer. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=MQ77482
ISBN:
9780612774827
Development of a new natural fiber-reinforced polymer composite and its application in glulam tudor arches.
Gallant, Brian Keith.
Development of a new natural fiber-reinforced polymer composite and its application in glulam tudor arches.
- 195 p.
Adviser: Farid Taheri.
Thesis (M.A.Sc.)--DalTech - Dalhousie University (Canada), 2002.
Once a sufficient database of material properties had been developed, the process of incorporating HFRE into glulam tudor arches could begin. (Abstract shortened by UMI.)
ISBN: 9780612774827Subjects--Topical Terms:
1018428
Chemistry, Polymer.
Development of a new natural fiber-reinforced polymer composite and its application in glulam tudor arches.
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Once a sufficient database of material properties had been developed, the process of incorporating HFRE into glulam tudor arches could begin. (Abstract shortened by UMI.)
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The major goal of this thesis was to develop a viable structural application of Natural Fiber-Reinforced Polymers (NFRPs). The use of advanced materials such as Fiber-Reinforced Plastics (FRP) has become a common method of stiffening timber and glued-laminated (glulam) beams and components. It was determined, however, through an extensive literature search that NFRPs do not generally provide as significant a stiffness advantage over timber as FRP does, but can, in some cases, offer a significant strength advantage. For this reason, the recommended application should utilize this strength advantage, therefore glulam tudor arches were deemed to be a viable application.
520
$a
Due to the promising basic mechanical properties of hemp, it was identified as an excellent candidate for forming a strong and cost-effective reinforcing constituent in a composite. Before hemp composites could be incorporated into the design of glulam tudor arches, it was necessary to carry out extensive experimental investigations into characterization of response of hemp composites (in an epoxy matrix), using hemp fibers in various forms (i.e. short, medium and long fibers), and to develop an extensive database on the mechanical properties of Hemp Fiber-Reinforced Epoxy (HFRE).
520
$a
To establish these properties a parametric study was performed to determine the influence of various parameters, including fiber length, fiber content, fiber orientation, fiber treatment, and moisture content, on the mechanical properties of HFRE. Tensile, shear, flexural and compressive testing was performed on both Short Hemp Fiber-Reinforced Epoxy (SHFRE) and Continuous Hemp Fiber-Reinforced Epoxy (CHFRE). Tests were also performed to determine the translaminar fracture toughness of the SHFRE and CHFRE composites.
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