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Finite Element Response Sensitivity Analysis of Steel-Concrete Composite Beams with Deformable Shear Connection

✍ Scribed by Zona, A.; Barbato, M.; Conte, J. P.

Book ID
120418100
Publisher
American Society of Civil Engineers
Year
2005
Tongue
English
Weight
351 KB
Volume
131
Category
Article
ISSN
0733-9399

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This paper presents a finite element formulation for the modeling of the behavior of partially prestressed steel fiber concrete beams in shear. Based on a secant modulus approach, the formulation treats steel fiber concrete as an orthotropic material, characterized by appropriate constitutive relati