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dc.contributorUniversity of Denver.-
dc.contributorNew York University. Institute of Mathematical Sciences.-
dc.contributor.authorKerr, Arnold D.-
dc.descriptionResearch Report-
dc.descriptionSummary: The deflection expression of an infinite plate subjected to a concentrated force is used with the "method of images" to obtain solutions for 6 plates with simply supported edges. The semi-infinite plate, the wedge-shaped plate, and its special case, the rectangular corner plate, are solved in closed form; and the infinite strip, the semi-infinite strip, and the rectangular plate are solved as rapidly convergent series. Behavior under a concentrated force is studied in more detail for the semi-infinite plate and the rectangular corner plate. Relationships for obtaining bending moments, shear forces and reaction distributions as well as derivatives of the kei-function with respect to 𝗋 and 𝛳 are given in the appendices.-
dc.publisherU.S. Army Snow, Ice, and Permafrost Research Establishment.-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relation.ispartofseriesResearch report (U.S. Army Snow-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectElastic shells-
dc.subjectElastic plates-
dc.subjectFloating ice-
dc.subjectMathematical models-
dc.subjectMathematical analysis-
dc.subjectIce cover strength-
dc.subjectIce strength-
dc.subjectFlexural strength-
dc.subjectIce mechanics-
dc.subjectShear properties-
dc.titleElastic plates with simply supported straight boundaries, resting on a liquid foundation-
Appears in Collections:Research Report

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