Influence of Time Evolution in the Modulus of Elasticity of Concrete Reinforced by Carbon Fibers

Letícia Couto Aguiar; Luiz A. Melgaço N. Branco; Eduardo Chahud; Francisco Antonio Rocco Lahr; André L. Christoforo; Rosane A.G. Battistelle; Tulio Hallak Panzera

doi:10.4028/www.scientific.net/AMR.1088.640

Paper Titles

Apply for RC Beams and Slabs Strengthened with New Inorganic Adhesives Sticked FRP Sheets
p.617

Basic Mechanical Properties Research of SAE Latex-Modified Mortar
p.621

The Research of the River Silt as Road Subgrade Filling Materials in Big City
p.626

Anatomical Description of Guanandi Wood, from Pure Plantation, and its Use as Building Material
p.635

Influence of Time Evolution in the Modulus of Elasticity of Concrete Reinforced by Carbon Fibers
p.640

Particleboard Manufactured with Variation of Press Time
p.644

Influence of the Addition of Coffee Husk in Physical Properties of Bamboo Particleboard
p.648

Physical and Mechanical Characteristic of Particleboards Produced with Residues of Sugarcane and Stem Leaves of Bamboo Bonded with Castor Oil Adhesive
p.652

Characterization of Medium Density Particleborads Using Agricultural Residues
p.656

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1088Influence of Time Evolution in the Modulus of...

Influence of Time Evolution in the Modulus of Elasticity of Concrete Reinforced by Carbon Fibers

Abstract:

The modulus of elasticity is an important property for the behavior analysis of concrete structures. This research evaluated the strain difference between concrete specimens with and without the application of laminate carbon fiber composites as well as the variation time, in months, of the axial strength compression and modulus of elasticity. Through the experimental results, it is concluded that increases in compressive strength and modulus of elasticity are more significant in the specimens without reinforcement.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1088)

Pages:

640-643

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1088.640

Citation:

Cite this paper

Online since:

February 2015

Authors:

Letícia Couto Aguiar, Luiz A. Melgaço N. Branco*, Eduardo Chahud, Francisco Antonio Rocco Lahr, André L. Christoforo, Rosane A.G. Battistelle, Tulio Hallak Panzera

Keywords:

Carbon Fiber Composite, Concrete, Elasticity Modulus, Structural Reinforcement

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] L. A. M. N. Branco, L. C. Aguiar, E. Chahud, F. A. R. Lahr, T. H. Panzera and A. L. Christoforo. International Journal of Composite Materials. Vol. 4 (2014), p.68.

Google Scholar

[2] J. M. Sena Cruz and A. O. Barros (2004). Computers & Structures, Vol. 82 (2004), p.1521.

Google Scholar

[3] E. Ferrier, D. Bigaud, P. Hamelin, L. Bizindavyi and K. W. Neale. Materials and Structures. Vol. 38 (2005), p.46.

DOI: 10.1007/bf02480573

Google Scholar

[4] F. Micelli and A. Nanni. Construction and Building Materials. Vol. 18 (2004), p.503.

Google Scholar

[5] T. Uomoto. J Mater Civil Eng. Vol. 14 (2002), p.209.

Google Scholar

[6] Brazilian Association of Technical Standards (ABNT) NBR 8522. Concrete - Determination of static modulus of elasticity in compression. ABNT Press (2008).

Google Scholar