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Behavior of Composite Bridge Decks with Alternative Shear Connectors

โœ Scribed by Higgins, Christopher; Mitchell, Heath

Book ID
120043585
Publisher
American Society of Civil Engineers
Year
2001
Tongue
English
Weight
351 KB
Volume
6
Category
Article
ISSN
1084-0702

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This paper deals with a numerical model for the time-dependent analysis of steel and concrete composite beams with partial shear connection. A linear partial interaction theory is adopted in formulation of slip behavior, and a linear load-slip relation is assumed for computational convenience. On th