Relative strengths of plates on elastic foundation

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AuthorSearch for:
TypeArticle
Journal titleTransactions of the Engineering Institute of Canada
Volume2
Issue3
Pages129131; # of pages: 3
SubjectBasements and foundations
AbstractModel 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.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
IdentifierDBR-RP-72
NRC number4975
6946
NPARC number20338478
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Record identifier5ac35ba3-287e-474d-a1e9-74316f645db3
Record created2012-07-19
Record modified2016-05-09
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