Flexural Strengthening of RC Beams with Cement-Based Composites

Author:

D’Ambrisi Angelo12,Focacci Francesco12

Affiliation:

1. Associate Professor, Dipartimento di Costruzioni e Restauro, Università di Firenze, Piazza Brunelleschi 6, 50121, Firenze, Italy.

2. Assistant Professor, e-Campus Univ., Via Isimbardi 10, 22060, Novedrate (CO), Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference41 articles.

1. Al-Jamous A. Ortlepp R. Ortlepp S. and Churbach M. (2006). “Experimental investigations about construction members strengthened with textile reinforcement.” Proc. 1st Int. RILEM Symposium on Textile Reinforced Concrete (ICTRC) RILEM Aachen Germany 170.

2. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.

3. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039/D3039M-08 West Conshohocken PA.

4. Cementitious composites reinforced with continuous carbon fibres for strengthening of concrete structures

5. Banholzer B. (2004). “Bond behaviour of a multi-filament yarn embedded in a cementitious matrix.” Ph.D. thesis RWTH Aachen Univ. Aachen Germany

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