Reliability of models in the analysis of prestressed concrete beams in flexure.

by Clifford Lun-Kee Pang

Institution: McGill University
Department: Department of Civil Engineering and Applied Mechanics.
Degree: Master of Engineering.
Year: 1965
Keywords: Civil Engineering.
Record ID: 1586209
Full text PDF: http://digitool.library.mcgill.ca/thesisfile118141.pdf


Principles of similitude are derived, applying to prestressed concrete in flexure. The principles are proved experimentally to apply not only in the elastic but also in the inelastic range and on to ultimate strength with good precision. [...]