Effect of fiber dosage and prestress level on shear behavior of hybrid GFRP-steel reinforced concrete I-shape beams without stirrups

Author:

Soltanzadeh Fatemeh,Edalat-Behbahani Ali,Barros Joaquim A.O.,Mazaheripour Hadi

Funder

FEDER

FCT

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference60 articles.

1. Corrosion in reinforced concrete structures;Böhni,2005

2. Seismic capacity design of RC frames and environment-induced degradation of materials: any concern?;Martinelli;J Eng Stract,2013

3. Shear strength of steel fiber-reinforced ultrahigh- performance concrete beams without stirrups;Voo;J Struct Eng,2010

4. Shear behavior of steel fiber reinforced concrete beams;Meda;J Mater Struct,2005

5. Shear strength of fiber/reinforced concrete beams without stirrups;Kwak;ACI Struct J,2002

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