Preliminary communication
https://doi.org/10.14256/JCE.1591.2016
Investigation of GFRP strengthened RC non-slender columns under eccentric loading
Gaurang R. Vesmawala
Pradeep B. Kodag
Full text: english pdf 374 Kb
page 831-840
downloads: 430
cite
APA 6th Edition
Vesmawala, G.R. & Kodag, P.B. (2017). Investigation of GFRP strengthened RC non-slender columns under eccentric loading. Građevinar, 69 (09.), 831-840. https://doi.org/10.14256/JCE.1591.2016
MLA 8th Edition
Vesmawala, Gaurang R. and Pradeep B. Kodag. "Investigation of GFRP strengthened RC non-slender columns under eccentric loading." Građevinar, vol. 69, no. 09., 2017, pp. 831-840. https://doi.org/10.14256/JCE.1591.2016. Accessed 27 Apr. 2024.
Chicago 17th Edition
Vesmawala, Gaurang R. and Pradeep B. Kodag. "Investigation of GFRP strengthened RC non-slender columns under eccentric loading." Građevinar 69, no. 09. (2017): 831-840. https://doi.org/10.14256/JCE.1591.2016
Harvard
Vesmawala, G.R., and Kodag, P.B. (2017). 'Investigation of GFRP strengthened RC non-slender columns under eccentric loading', Građevinar, 69(09.), pp. 831-840. https://doi.org/10.14256/JCE.1591.2016
Vancouver
Vesmawala GR, Kodag PB. Investigation of GFRP strengthened RC non-slender columns under eccentric loading. Građevinar [Internet]. 2017 [cited 2024 April 27];69(09.):831-840. https://doi.org/10.14256/JCE.1591.2016
IEEE
G.R. Vesmawala and P.B. Kodag, "Investigation of GFRP strengthened RC non-slender columns under eccentric loading", Građevinar, vol.69, no. 09., pp. 831-840, 2017. [Online]. https://doi.org/10.14256/JCE.1591.2016
Full text: croatian pdf 347 Kb
page 831-840
downloads: 966
cite
APA 6th Edition
Vesmawala, G.R. & Kodag, P.B. (2017). Investigation of GFRP strengthened RC non-slender columns under eccentric loading. Građevinar, 69 (09.), 831-840. https://doi.org/10.14256/JCE.1591.2016
MLA 8th Edition
Vesmawala, Gaurang R. and Pradeep B. Kodag. "Investigation of GFRP strengthened RC non-slender columns under eccentric loading." Građevinar, vol. 69, no. 09., 2017, pp. 831-840. https://doi.org/10.14256/JCE.1591.2016. Accessed 27 Apr. 2024.
Chicago 17th Edition
Vesmawala, Gaurang R. and Pradeep B. Kodag. "Investigation of GFRP strengthened RC non-slender columns under eccentric loading." Građevinar 69, no. 09. (2017): 831-840. https://doi.org/10.14256/JCE.1591.2016
Harvard
Vesmawala, G.R., and Kodag, P.B. (2017). 'Investigation of GFRP strengthened RC non-slender columns under eccentric loading', Građevinar, 69(09.), pp. 831-840. https://doi.org/10.14256/JCE.1591.2016
Vancouver
Vesmawala GR, Kodag PB. Investigation of GFRP strengthened RC non-slender columns under eccentric loading. Građevinar [Internet]. 2017 [cited 2024 April 27];69(09.):831-840. https://doi.org/10.14256/JCE.1591.2016
IEEE
G.R. Vesmawala and P.B. Kodag, "Investigation of GFRP strengthened RC non-slender columns under eccentric loading", Građevinar, vol.69, no. 09., pp. 831-840, 2017. [Online]. https://doi.org/10.14256/JCE.1591.2016
Abstract
An experimental analysis of reinforced-concrete columns was conducted in the paper to evaluate the effectiveness of circular, rectangular and square cross sections strengthened with the glass fibre reinforced polymer (GFRP) when subjected to eccentric loading. Parameters analysed in the paper are the type of cross section and eccentricity values. It was established that, due to uniform loading, the strength increase of circular sections is greater compared to square and rectangular sections. In addition, the strength and ductility of columns increase with the fibre reinforced polymer wrapping.
Keywords
ductility; eccentricity; column; glass fibre reinforced polymer (GFRP)
Hrčak ID:
188755
URI
https://hrcak.srce.hr/188755
Publication date:
31.10.2017.
Article data in other languages:
croatian
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