Enhancing the shear strength of hollow-core slabs by using polypropylene fibres

Author:

Conforti Antonio,Ortiz-Navas Francisco,Piemonti Alan,Plizzari Giovanni A.

Funder

BASF Construction Solutions GmbH, Germany

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Naaman AE. Prestressed concrete analysis and design: fundamentals. 3rd ed. Michigan; 2012.

2. Vandewalle DD, L. Shear Capacity of Concrete Beams Containing Longitudinal Reinforcement and Steel Fibers. Spec Publ n.d.;216. doi:10.14359/12893.

3. Shear strength of steel fibre reinforced concrete beams with stirrups;Amin;Eng Struct,2016

4. Dinh HH, Parra-Montesinos GJ, JKW. Shear behavior of steel fiber-reinforced concrete beams without stirrup reinforcement. ACI Struct J 2010;107. doi:10.14359/51663913.

5. Di Prisco M, Plizzari G, Vandewalle L. MC2010: Overview on the shear provisions for FRC. Work. SALO; 2010, p. 61–76.

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