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Behavior of prestressed composite steel beams
Ductile behavior of simply supported, prestressed composite steel beams with constant eccentric prestressing force applied along entire span; stress conditions at point of maximum moment are presented and moment angle-change characteristics of structure are developed for various stages of loading to ultimate load condition; comparisons between moment capacities of conventional and prestressed composite steel beam.
Behavior of prestressed composite steel beams
Ductile behavior of simply supported, prestressed composite steel beams with constant eccentric prestressing force applied along entire span; stress conditions at point of maximum moment are presented and moment angle-change characteristics of structure are developed for various stages of loading to ultimate load condition; comparisons between moment capacities of conventional and prestressed composite steel beam.
Behavior of prestressed composite steel beams
ASCE -- Proc (J Structural Div)
Hoadley, P.G. (author)
1963
14 pages
Article (Journal)
English
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