New Approach for Modeling the Contribution of NSM FRP Strips for Shear Strengthening of RC Beams-Reference-Cited by-同舟云学术

New Approach for Modeling the Contribution of NSM FRP Strips for Shear Strengthening of RC Beams

Published:2010-02 Issue:1 Volume:14 Page:36-48
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bianco Vincenzo¹²³,Barros J. A. O.¹²³,Monti Giorgio¹²³

Affiliation:

1. Ph.D. Student, Dept. of Structural Engineering and Geotechnics, Sapienza Univ. of Rome, 00197 Rome, Italy.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Minho, Campus de Azurém, 4810-058 Guimarães, Portugal (corresponding author).

3. Full Professor, Dept. of Structural Engineering and Geotechnics, Sapienza Univ. of Rome, 00197 Rome, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000048

Reference19 articles.

1. Bianco V. (2008). “Shear strengthening of RC beams by means of NSM FRP strips: Experimental evidence and analytical modeling.” Ph.D. thesis Dept. of Structural Engrg. and Geotechnics Sapienza Univ. of Rome Italy.

2. Bianco V. Barros J. A. O. and Monti G. (2006). “Shear strengthening of RC beams by means of NSM laminates: Experimental evidence and predictive models.” Technical Rep. No. 06-DEC/E-18 Dept. Civil Eng. School Eng. University of Minho Guimarães Portugal.

3. Bianco V. Barros J. A. O. and Monti G. (2007a). “A new approach for modeling the NSM shear strengthening contribution in reinforced concrete beams.” Proc. FRPRCS-8 University of Patras Greece.

4. Bianco V. Barros J. A. O. and Monti G. (2007b). “Shear strengthening of RC beams by means of NSM strips: A proposal for modeling debonding.” Technical Rep. No. 07-DEC/E-29 Dept. Civil Eng. School Eng. University of Minho Guimarães Portugal.

5. Bond Model of NSM-FRP Strips in the Context of the Shear Strengthening of RC Beams

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