1 AIT Asian Institute of Technology

Size effects in model studies of concrete in torsion

AuthorLei, I-ming
Call NumberAIT Thesis no.ST-83-09
Subject(s)Strains and stresses
Concrete beams--Testing
NoteA thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractAn experimental study of the influence of geometrical scale on the behaviour of plain concrete beams and longitudinally reinforced beams failing in pure torsion is presented . Ultimate torque , crack pattern and torsion-rotation relationship are considered with special emphasis on the ultimate torsion strength of the plain concrete beams . In all 30 beams were tested, including 4 different geometrical scale factors namely 1, 1,854, 3.423, and 7.417. Evidence of a significant, relative increase in strength for the smaller specimens was found . The potential causes for these increases are discussed.
Year1983
TypeThesis
SchoolSchool of Engineering and Technology
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Loo, Yew-Chaye
Examination Committee(s) Worsak Kanok-Nukulchai ;Usami, Tsutomu
Scholarship Donor(s)Government of Republic of China
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1983


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