Reliability of models in the analysis of prestressed concrete beams in flexure.
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. [...]
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| Format: | Others |
| Language: | en |
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McGill University
1965
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| Online Access: | http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=118141 |