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Unsymmetrical yield point loads of spherical domes
Bounds for yield-point load of thin, spherical shells exposed to anti-symmetric hydraulic loading on surfaces parallel to middle surface are given and investigated experimentally; bounds are in agreement with test results obtained for one steel dome and one aluminum dome each approximately 6 in. in radius and subjected to load equipollent to antisymmetric hydraulic load.
Unsymmetrical yield point loads of spherical domes
Bounds for yield-point load of thin, spherical shells exposed to anti-symmetric hydraulic loading on surfaces parallel to middle surface are given and investigated experimentally; bounds are in agreement with test results obtained for one steel dome and one aluminum dome each approximately 6 in. in radius and subjected to load equipollent to antisymmetric hydraulic load.
Unsymmetrical yield point loads of spherical domes
ASCE -- Proc (J Eng Mechanics Div)
Schroeder, J. (author) / Sherbourne, A.N. (author)
1968
17 pages
Article (Journal)
English
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