Bond Model of NSM-FRP Strips in the Context of the Shear Strengthening of RC Beams-Reference-Cited by-同舟云学术

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

Published:2009-06 Issue:6 Volume:135 Page:619-631
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bianco Vincenzo¹²³,Barros Joaquim A.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,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282009%29135%3A6%28619%29

Reference18 articles.

1. 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 Engineering School Eng. Univ. of Minho Guimarães Portugal.

2. Bianco V. Barros J. A. O. and Monti G. (2007a). “Influence of the concrete mechanical properties on the efficacy of the shear strengthening intervention on RC beams by NSM technique.” Proc. Asia–Pacific Conf. on FRP in Structures Dept. of Civil Engineering Univ. of Hong Kong Hong Kong.

3. Bianco V. Barros J. A. O. and Monti G. (2007b). “A new approach for modeling the NSM shear strengthening contribution in reinforced concrete beams.” Proc. FRPRCS-8 Univ. of Patras Partas Greece ID 8–12.

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

5. Borchert K. and Zilch K. (2007). “A general bond stress-slip relationship for NSM FRP strips.” Proc. FRPRCS-8 Univ. of Patras Patras Greece.

Cited by 46 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic rehabilitation of existing RC school buildings with under-designed joints by means of reinforced jacketing of high performance fiber reinforced cementitious composite (HP-FRCC);Bulletin of Earthquake Engineering;2024-02-28

2. Innovative Connection Systems for Sand-Coated and Helically Wrapped Glass Fiber–Reinforced Polymer Bars;Journal of Composites for Construction;2023-12

3. Flexural Performance of Stone Beams Strengthened with Prefabricated Prestressed CFRP-Reinforced Stone Plates;Journal of Composites for Construction;2023-10

4. Detection in RC Beams Damaged and Strengthened with NSM CFRP/GFRP Rods by Free Vibration Monitoring;Buildings;2023-04-07

5. Bond of FRP rods in damaged RC beams strengthened with NSM technique;Procedia Structural Integrity;2023