Precast wood-concrete composite beams

AuthorHsiung, Ku-i
Call NumberAIT Thesis no. 548
Subject(s)Wood
Girders
Concrete beams
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 research is to study the flexural behavior and load carrying capacity of a precast wood-concrete composite beam with a double T section, with a concrete flange and two Yang wood webs. The flange is bonded to the webs by an epoxy glue. Tests were conducted on three full size simply supported beams subjected to a static third-point loading. The cost and the weight of the composite beams are compared with the ordinary reinforced concrete beams to study the feasibility of formers for residential buildings. It is concluded that the use of the composite beams is feasible from both the engineering and the economics standpoints.
Year1973
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Karasudhi, Pisidhi
Examination Committee(s)Tongchat Hongladaromp ;Pama, Ricardo P.
Scholarship Donor(s)Government of Republic of China
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1973


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