Partial interaction in composite steel a
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Deric J. Oehlers; Ninh T. Nguyen; Marfique Ahmed; Mark A. Bradford
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Article
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1997
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Elsevier Science
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English
β 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