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Size effects in model studies of concrete in torsion | |
Author | Lei, I-ming |
Call Number | AIT Thesis no.ST-83-09 |
Subject(s) | Strains and stresses Concrete beams--Testing |
Note | A thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology |
Publisher | Asian Institute of Technology |
Abstract | An 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. |
Year | 1983 |
Type | Thesis |
School | School of Engineering and Technology |
Department | Department of Civil and Infrastucture Engineering (DCIE) |
Academic Program/FoS | Structural 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 |
Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1983 |