Probabilistic design equations for the shear capacity of RC members with FRP internal shear reinforcement

Author:

Lignola Gian PieroORCID,Jalayer Fatemeh,Nardone FabioORCID,Prota Andrea,Manfredi Gaetano

Funder

Rete dei Laboratori Universitari di Ingegneria Sismica – ReLUIS

Department of Civil Protection

Publisher

Elsevier BV

Subject

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

Reference34 articles.

1. EN 1992-1-1 Eurocode 2. Design of concrete structures-part 1-1: general rules and rules for buildings; 1992.

2. EN 1992-1-1 Eurocode 2. Design of concrete structures-part 1-1: general rules and rules for buildings; 2004.

3. ASCE-American Concrete (ACI) Committee 445. Recent approaches to shear design of structural concrete. J Struct Eng 1998; 124(12): 1375–417.

4. Coupled flexural-shear design of R/C beams strengthened with FRP;Aprile;Composites Part: B,2004

5. Shear capacity of reinforced concrete members strengthened in shear with FRP by using strut-and-tie models and genetic algorithms;Perera;Composites Part: B,2009

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