Mechanical properties of bamboo reinforced slabs

AuthorAli, Zahid
Call NumberAIT Thesis no. 676
Subject(s)Slabs
Concrete slabs
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
PublisherAsian Institute of Technology
AbstractThe purpose of this investigation is to study bamboo reinforced mortar as a structural material and to predict its mechanical properties for use in design. Bamboo reinforced slab elements with varying layers of bamboo mesh reinforcements were tested in flexure, torsion, axial compression and direct tension. The experimental values obtained from these test were found to be in good agreement with theoretical values predicted by treating bamboo reinforced slabs as a composite material. A variety of bamboo scientifically called Thyrsostachys Oliveri Gamble known locally as Pai ruak in Thailand was used in the investigation because of its high tensile strength. The test results also ·showed that presoaking of the bamboo fibres before embedment in the cement mortar resulted in better bond strength and help prevent the appearance of swelling cracks in the composite.
Year1974
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Pama, Ricardo P.
Examination Committee(s)Lee, Seng-Lip ; Pichai Nimityongskul
Scholarship Donor(s)Government of British Columbia, Canada
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1974


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