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Buckling of long cylindrical shell surrounded by elastic medium
Stability of equilibrium of shell is examined by considering possible neighboring equilibrium states; loading exerted by elastic medium on shell in deformed state is found by solving associated boundary value problem of linearized theory of elasticity in presence of initial stress; critical values of pressure are found for two cases of bonded and smooth interface.
Buckling of long cylindrical shell surrounded by elastic medium
Stability of equilibrium of shell is examined by considering possible neighboring equilibrium states; loading exerted by elastic medium on shell in deformed state is found by solving associated boundary value problem of linearized theory of elasticity in presence of initial stress; critical values of pressure are found for two cases of bonded and smooth interface.
Buckling of long cylindrical shell surrounded by elastic medium
ASCE Structural Eng Conference -- Reprint
Forrestal, M.J. (author) / Herrmann, G. (author)
ASCE Structural Engineering Conference ; 1964
1964
24 pages
Conference paper
English
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British Library Online Contents | 2013
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|Temperature buckling of cylindrical steel shells surrounded by concrete
Engineering Index Backfile | 1947
|Temperature buckling of cylindrical steel shells surrounded by concrete
Engineering Index Backfile | 1946
|