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Analysis of square shear web above buckling loadA solution of Von Karman's fundamental equations for plates with large deflections is presented for the case of a shear web divided into square panels by reinforcing struts. Numerical solutions are given for struts of infinite rigidity and for struts the weight of which is one-fourth the weight of the sheet. The results are compared with Wagner's diagonal tension theory as extended by Kuhn and by Langhaar. It is found that the diagonal tension theory as developed by Kuhn agrees best with the present paper in the practical range when r=1/4. Kuhn's theory is in especially good agreement for the force in the strut when r=1/4.
Document ID
19930085189
Acquisition Source
Legacy CDMS
Document Type
Other
Authors
Levy, Samuel (National Bureau of Standards)
Fienup, Kenneth L (National Bureau of Standards)
Woolley, Ruth M (National Bureau of Standards)
Date Acquired
September 6, 2013
Publication Date
July 1, 1944
Report/Patent Number
NACA-TN-962
Accession Number
93R14479
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.

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