AbstractsEngineering
Reliability of models in the analysis of prestressed concrete beams in flexure.
| 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 |
Abstract
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. [...]
