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|Title:||Strengthening of beams with natural fibers composite materials||Authors:||Jabbour, Collen||Advisors:||Khalil, Nariman||Keywords:||beams, natural fibers; bamboo; raffia; mechanical properties; shear strength; flexural strength||Subjects:||Reinforced concrete--Quality control
University of Balamand--Dissertations
One of the primary components of the building business nowadays is the retrofitting of existing structures. Natural fiber has the advantages of being a long-lasting, environmentally friendly, and low-cost material. Previously, most studies on natural fiber composites such as bamboo, kenaf, jute, and sisal where they concentrated on their physical, mechanical, and thermal properties, as well as the effects of fiber extraction methods, fiber treatment types and structural strengthening. In this thesis study, the shear and flexural behavior of reinforced concrete beams strengthened by natural fibers such as bamboo and raffia under four-bending test is studied experimentally. A total of nine reinforced beams made of conventional concrete were casted: seven beams were shear deficient and were strengthened using bamboo and raffia with different configuration. Two beams were strengthened in flexure.
Results showed that using natural fibers such as bamboo and raffia is effective for beam’s strengthening for both shear and flexural behavior.
Includes bibliographical references (p. 70-72)
|URI:||https://scholarhub.balamand.edu.lb/handle/uob/6935||Rights:||This object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holder||Type:||Thesis|
|Appears in Collections:||UOB Theses and Projects|
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