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Shear Connection in Haunched Composite Beams with Sloping Sides

✍ Scribed by Oehlers, Deric John; Park, Sung Moo

Book ID
124099475
Publisher
American Society of Civil Engineers
Year
1994
Tongue
English
Weight
438 KB
Volume
120
Category
Article
ISSN
0733-9445

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πŸ“œ SIMILAR VOLUMES

Partial interaction in composite steel a
Partial interaction in composite steel and concrete beams with full shear connection
✍ Deric J. Oehlers; Ninh T. Nguyen; Marfique Ahmed; Mark A. Bradford πŸ“‚ Article πŸ“… 1997 πŸ› Elsevier Science 🌐 English βš– 671 KB

The maximum flexural capacity of composite steel and concrete beams with mechanical shear connectors and with full shear connection is usually determined from rigid plastic analyses. It is generally assumed in these analyses that there is full interaction and that the steel is fully yielded. In real