Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Steels and Composites for Engineering Structures Vol. 15, No. 58 (2021)

Analysis of static response of RC beams with NSM CFRP/GFRP rods

Author and affiliation details
  • Erica Magagnini Corresponding author Struct.Section DICEA, Università Politecnica delle Marche, Ancona, Italy e.magagnini@staff.univpm.it
  • Roberto Capozucca Struct.Section DICEA, Università Politecnica delle Marche, Ancona, Italy
  • Maria Vittoria Vecchietti Struct.Section DICEA, Università Politecnica delle Marche, Ancona, Italy
DOI
10.3221/IGF-ESIS.58.29
Pages
402-415
Published
Licence
CC BY 4.0
Published inVol. 15, No. 58 (2021)Go to the issue

Abstract

In this paper experimental results of investigation on reinforced concrete (RC) beams strengthened with the near surface method (NSM) are analyzed considering the response under bending tests on two beams. One of the RC beams was damaged by bending until the yield of reinforcement and successively strengthened with carbon fiber polymer (CFRP) rod, while the second beam was strengthened with glass-FRP rod. Both the beams have been subjected to bending tests until failure. Experimental diagrams and discussion on static response are presented in the paper. It also places a particular emphasis on the non-linear response of RC sections strengthened with CFRP and GFRP rods under bending moment beyond the first elastic behavior.

Keywords

Article history

  1. ReceivedUntil the next stage: 2 days
  2. AcceptedUntil the next stage: 27 days
  3. Published

How to cite

APA

Magagnini, E., Capozucca, R., & Vecchietti, M. V. (2021). Analysis of static response of RC beams with NSM CFRP/GFRP rods. Fracture and Structural Integrity, 15(58), 402–415. https://doi.org/10.3221/IGF-ESIS.58.29

IEEE

E. Magagnini, R. Capozucca, and M. V. Vecchietti, “Analysis of static response of RC beams with NSM CFRP/GFRP rods,” Fracture and Structural Integrity, vol. 15, no. 58, pp. 402–415, 2021, doi: 10.3221/IGF-ESIS.58.29.

MLA

Magagnini, Erica, et al. “Analysis of static response of RC beams with NSM CFRP/GFRP rods.” Fracture and Structural Integrity, vol. 15, no. 58, 2021, pp. 402–415. https://doi.org/10.3221/IGF-ESIS.58.29.

Chicago

Magagnini, Erica, Roberto Capozucca, and Maria Vittoria Vecchietti. 2021. “Analysis of static response of RC beams with NSM CFRP/GFRP rods.” Fracture and Structural Integrity 15 (58): 402–415. https://doi.org/10.3221/IGF-ESIS.58.29.

Harvard

Magagnini, E., Capozucca, R. and Vecchietti, M.V. (2021) ‘Analysis of static response of RC beams with NSM CFRP/GFRP rods’, Fracture and Structural Integrity, 15(58), pp. 402–415. doi: 10.3221/IGF-ESIS.58.29.

Vancouver

Magagnini E, Capozucca R, Vecchietti MV. Analysis of static response of RC beams with NSM CFRP/GFRP rods. Fracture and Structural Integrity. 2021;15(58):402-415. doi:10.3221/IGF-ESIS.58.29

BibTeX

@article{magagnini2021, author = {Magagnini, Erica and Capozucca, Roberto and Vecchietti, Maria Vittoria}, title = {Analysis of static response of RC beams with NSM CFRP/GFRP rods}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {15}, number = {58}, pages = {402--415}, doi = {10.3221/IGF-ESIS.58.29}, url = {https://doi.org/10.3221/IGF-ESIS.58.29}, issn = {1971-8993} }

RIS

TY - JOUR AU - Magagnini, Erica AU - Capozucca, Roberto AU - Vecchietti, Maria Vittoria TI - Analysis of static response of RC beams with NSM CFRP/GFRP rods JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/09/25 VL - 15 IS - 58 SP - 402 EP - 415 DO - 10.3221/IGF-ESIS.58.29 UR - https://doi.org/10.3221/IGF-ESIS.58.29 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Erica Magagnini, Roberto Capozucca, Maria Vittoria Vecchietti.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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