Mechanical behaviour modelling of a new anchor system for large diameter GFRP bars

Author:

Fava Giulia,Carvelli Valter,Pisani Marco A.

Publisher

Elsevier BV

Subject

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

Reference15 articles.

1. Fibre-reinforced polymer composites for construction-state-of-the-art review;Bakis;ASCE J Compos Constr,2002

2. Rostàsy FS. FRP tensile elements for prestressed concrete: state of the art, potentials and limits. In: Nanni A, Dolan CW, editors. Fiber-reinforced plastic reinforcement for concrete structures, SP-138, American Concrete Institute, Farmington Hills, Mich; 1993. p. 347–65.

3. American Concrete Institute (ACI). Guide for the design and construction of structural concrete reinforced with FRP Bars – ACI 440.1R-06, ACI, Farmington Hills, Mich; 2006.

4. American Concrete Institute (ACI). Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures – ACI 440.3R-04, ACI, Farmington Hills, Mich; 2004.

5. International Standards Organization (ISO). Non-conventional reinforcement of concrete – Test methods – Part 1: Fiber reinforced polymer (FRP) bars and grids – ISO TC 71/SC 6/WG, ISO, Geneva, Switzerland; 2003.

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