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
β¦ LIBER β¦
Finite element analysis and parametric study of steel-concrete composite beams
β Scribed by G. Porco; G. Spadea; R. Zinno
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 858 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0958-9465
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