Orr, James (1931) Torsion in Non-Circular Sections, Considered Analytically with Experimental Verification. PhD thesis, University of Glasgow.
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Abstract
The present research comprises: a. the development of an arithmetical trial and error method of finding the torsional rigidity of, and the stresses due to torsion in, bars with uniform non-circular section, and circular shafts with varying radius. Other methods were investigated and were found inferior to this one. b. tests on structural sections and on hollow square sections to find the torsional rigidit, the stresses, and the effective maximum stress which mauses failure.
Item Type: | Thesis (PhD) |
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Qualification Level: | Doctoral |
Keywords: | Civil engineering |
Date of Award: | 1931 |
Depositing User: | Enlighten Team |
Unique ID: | glathesis:1931-79899 |
Copyright: | Copyright of this thesis is held by the author. |
Date Deposited: | 31 Mar 2020 09:09 |
Last Modified: | 31 Mar 2020 09:09 |
URI: | https://theses.gla.ac.uk/id/eprint/79899 |
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