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The Integration of Partial Shear Connection into Composite Steel-Concrete Design Procedures
The design of composite beams using rational partial shear connection theory is well established and has been included in design codes such as Eurocode 4 (1) and the more recent Australian Standard AS 2327.1-1996 (2). However, the design of composite slabs has previously been based on empirical methods. Australian steel decking profiles exhibit strong and ductile shear connection to the concrete slab and can be designed using partial shear connection theory in a similar manner to beams, thereby providing a rational design approach to flexural members.
The Integration of Partial Shear Connection into Composite Steel-Concrete Design Procedures
The design of composite beams using rational partial shear connection theory is well established and has been included in design codes such as Eurocode 4 (1) and the more recent Australian Standard AS 2327.1-1996 (2). However, the design of composite slabs has previously been based on empirical methods. Australian steel decking profiles exhibit strong and ductile shear connection to the concrete slab and can be designed using partial shear connection theory in a similar manner to beams, thereby providing a rational design approach to flexural members.
The Integration of Partial Shear Connection into Composite Steel-Concrete Design Procedures
Bridge, Russell Q. (author) / Patrick, Mark (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
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