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Interaction of edge beams with doubly curved shells
Method originally developed by R.S.Jenkins for considering interaction of cylindrical shells with straight edge beams is extended to case of doubly curved translational or rotational shells with curved edge beams; method considers extensional, flexural and torsional effects in beam; intersection between shell and beam is not assumed to be at beam axis; action and displacement functions along shell edge must be expanded into sine and cosine series; two alternative derivations of beam stiffness matrix are given.
Interaction of edge beams with doubly curved shells
Method originally developed by R.S.Jenkins for considering interaction of cylindrical shells with straight edge beams is extended to case of doubly curved translational or rotational shells with curved edge beams; method considers extensional, flexural and torsional effects in beam; intersection between shell and beam is not assumed to be at beam axis; action and displacement functions along shell edge must be expanded into sine and cosine series; two alternative derivations of beam stiffness matrix are given.
Interaction of edge beams with doubly curved shells
ASCE -- Proc (J Structural Div)
Powell, G.H. (author)
1966
19 pages
Article (Journal)
English
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