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Relative strengths of plates on elastic foundation

From National Research Council Canada

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FormatText, Article
SubjectBasements and foundations
Abstract
Model studies have been carried out to determine the dependence of breaking strength on apex angle for elastic sectorial plates on elastic foundation. Size-and shape-dependence were studied for the unbroken sheets. It is concluded that the breaking strength is approximately linearly related to the apex angle for the sectorial plates.
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  • Transactions of the Engineering Institute of Canada 2, no. 3 (1 November 1958): 129–131.
LanguageEnglish
Peer reviewedYes
IdentifierDBR-RP-72
NRC numberNRCC 4975
NRC-IRC-6946
NPARC number20338478
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Record identifier5ac35ba3-287e-474d-a1e9-74316f645db3
Record created2012-07-19
Record modified2023-12-20
Date modified: