1 AIT Asian Institute of Technology

Shear resisting mechanism of composite member with concrete sandwiched by steel plates

AuthorNares Pantaratorn
Call NumberAIT Thesis no. ST-88-17
Subject(s)Shear strength of soils
Shear (Mechanics)
Plates, Iron and steel
Note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractAn experime ntal program i s carried out to investigate the shear resisting mechanism of the sandwichcomposi te member with web reinforcements under concentrated load. Tests were carried out on 5 simply supported beams. Al l beam were same rectangular cross section. The parameters which were investigated in this report is the type of web reinforcement, width of tied plate, location of web reinforcement, spacing of web reinforcement and continuity of stee l web. The proposed model of shear resisting mechanism was found a nd used to explain the tested resu lts. And it can be applied to t h e s h ear resisting mechanism of conventional reinforced concrete with single or doubl e web reinforcement. This paper also proposed t he method to predict the ultimate s h ear strength of t h e sandwi c h-composite member. The comparison between the calculated shear strength and the observed one is in good agreement.
Year1988
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentOther Field of Studies (No Department)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Ueda, Tamon
Examination Committee(s)Hasegawa Akio ; Pichai Nimityongskul
Scholarship Donor(s)Tim Ho Scholarship
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1988


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