Experimental Study on Flexural Performances of Concrete Beams Strengthened with Near-Surface Mounted (NSM) FRP Reinforcement

Li Li Sui; Tie Jun Liu; Feng Xing; Yu Xiang Fu

doi:10.4028/www.scientific.net/AMR.163-167.3634

Paper Titles

Flexural Behavior and Ductility of Concrete Beams Strengthened with Near-Surface Mounted GFRP Bars
p.3610

Experimental Study on the Steel Bar/Wire Mesh Reinforced Preplaced Aggregate Concrete Composite Strengthening of Concrete Square Columns
p.3615

Prediction of Bond Strength of FRP-Concrete Based on Multiple Linear Regression Method
p.3623

Experimental Research on the New Method of Complex Reinforcement for Steel Beam
p.3629

Experimental Study on Flexural Performances of Concrete Beams Strengthened with Near-Surface Mounted (NSM) FRP Reinforcement
p.3634

On the Soil-Structure Interaction Numerical Study of Strengthening Design of Sluice within Mining Subsidence Areas
p.3640

Applications of Muti-Ribbed Walls in the Strengthening of Masonry Structures with Bottom Frame
p.3645

Reinforcement Method with CFRP in Longmen Grottoes Plank Way Slab
p.3649

Numerical Analysis on Settlement Law of an Underpinning Structure Composed of Piles and Beams
p.3654

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Experimental Study on Flexural Performances of...

Experimental Study on Flexural Performances of Concrete Beams Strengthened with Near-Surface Mounted (NSM) FRP Reinforcement

Abstract:

This paper illustrates the results of an experimental study on the bending performance of concrete beams strengthened with near-surface mounted (NSM) FRP reinforcement. The critical parameter of the embedded length of NSM-FRP plates was investigated in particularly. The test results indicated that NSM-FRP reinforcement can significantly improve the strength and crack resistance capacity of the concrete beam, reducing the size of cracks. The embedded length of the NSM-FRP plate has distinct influence on the cracking and bending capacity, the flexural stiffness, and the crack developments of the concrete beam. As the embedded length increased, the bending capacity and the flexural stiffness increased correspondingly and the crack developed more intensively.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3634-3639

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3634

Citation:

Cite this paper

Online since:

December 2010

Authors:

Li Li Sui, Tie Jun Liu, Feng Xing, Yu Xiang Fu

Keywords:

Bending Capacity, Concrete Beam, Embedded Length, Flexural Performance, Near-Surface Mounted (NSM) FRP

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Andrea Rizzo, Laura De Lorenzis. Construction and Building Materials. Vol. 23 (2009), pp.1555-1567.

Google Scholar

[2] F. Ceroni. Construction and Building Materials. Vol. 24 (2010), pp.1547-1559.

Google Scholar

[3] J.G. Teng, L. De Lorenzis, B. Wang, R. Li, T. N. Wong, L. Lam. ASCE Journal of Composites for Constructions, Vol. 10 (2006), pp.92-105.

Google Scholar

[4] L. De Lorenzis, and J. G. Teng. Composites: Part B. Vol. 38 (2007), pp.119-43.

Google Scholar

[5] R. El-Hacha, and S.H. Rizkalla. ACI Structural Journal. Vol. 101 (2004), pp.717-26.

Google Scholar

[6] Moataz Badawi, Khaled Soudki. Construction and Building Materials. Vol. 23 (2009), pp.3292-3300.

Google Scholar

[7] D. Oehlers, I. Liu, R. Seracino. Construction and Building Materials. Vol. 21 (2007), pp.697-708.

Google Scholar

[8] L. De Lorenzis, and A. Nanni. ASCE Journal of Composites for Constructions. Vol. 5 (2001), p.114–21.

Google Scholar