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Prethodno priopćenje
https://doi.org/10.14256/JCE.1127.2014

Effects of CFRP layer orientation on strengthening of hollow steel elements

Md Humayun Kabir
Sabrina Fawzia
Tommy H. T. Chan

Puni tekst: engleski, pdf (735 KB) str. 441-450 preuzimanja: 852* citiraj
APA 6th Edition
Kabir, M.H., Fawzia, S. i Chan, T.H.T. (2015). Effects of CFRP layer orientation on strengthening of hollow steel elements. Građevinar, 67 (05.), 441-450. https://doi.org/10.14256/JCE.1127.2014
MLA 8th Edition
Kabir, Md Humayun, et al. "Effects of CFRP layer orientation on strengthening of hollow steel elements." Građevinar, vol. 67, br. 05., 2015, str. 441-450. https://doi.org/10.14256/JCE.1127.2014. Citirano 23.09.2020.
Chicago 17th Edition
Kabir, Md Humayun, Sabrina Fawzia i Tommy H. T. Chan. "Effects of CFRP layer orientation on strengthening of hollow steel elements." Građevinar 67, br. 05. (2015): 441-450. https://doi.org/10.14256/JCE.1127.2014
Harvard
Kabir, M.H., Fawzia, S., i Chan, T.H.T. (2015). 'Effects of CFRP layer orientation on strengthening of hollow steel elements', Građevinar, 67(05.), str. 441-450. https://doi.org/10.14256/JCE.1127.2014
Vancouver
Kabir MH, Fawzia S, Chan THT. Effects of CFRP layer orientation on strengthening of hollow steel elements. Građevinar [Internet]. 2015 [pristupljeno 23.09.2020.];67(05.):441-450. https://doi.org/10.14256/JCE.1127.2014
IEEE
M.H. Kabir, S. Fawzia i T.H.T. Chan, "Effects of CFRP layer orientation on strengthening of hollow steel elements", Građevinar, vol.67, br. 05., str. 441-450, 2015. [Online]. https://doi.org/10.14256/JCE.1127.2014
Puni tekst: hrvatski, pdf (757 KB) str. 441-450 preuzimanja: 279* citiraj
APA 6th Edition
Kabir, M.H., Fawzia, S. i Chan, T.H.T. (2015). Utjecaji orijentacije slojeva CFRP traka na ojačanje šupljih čeličnih elemenata. Građevinar, 67 (05.), 441-450. https://doi.org/10.14256/JCE.1127.2014
MLA 8th Edition
Kabir, Md Humayun, et al. "Utjecaji orijentacije slojeva CFRP traka na ojačanje šupljih čeličnih elemenata." Građevinar, vol. 67, br. 05., 2015, str. 441-450. https://doi.org/10.14256/JCE.1127.2014. Citirano 23.09.2020.
Chicago 17th Edition
Kabir, Md Humayun, Sabrina Fawzia i Tommy H. T. Chan. "Utjecaji orijentacije slojeva CFRP traka na ojačanje šupljih čeličnih elemenata." Građevinar 67, br. 05. (2015): 441-450. https://doi.org/10.14256/JCE.1127.2014
Harvard
Kabir, M.H., Fawzia, S., i Chan, T.H.T. (2015). 'Utjecaji orijentacije slojeva CFRP traka na ojačanje šupljih čeličnih elemenata', Građevinar, 67(05.), str. 441-450. https://doi.org/10.14256/JCE.1127.2014
Vancouver
Kabir MH, Fawzia S, Chan THT. Utjecaji orijentacije slojeva CFRP traka na ojačanje šupljih čeličnih elemenata. Građevinar [Internet]. 2015 [pristupljeno 23.09.2020.];67(05.):441-450. https://doi.org/10.14256/JCE.1127.2014
IEEE
M.H. Kabir, S. Fawzia i T.H.T. Chan, "Utjecaji orijentacije slojeva CFRP traka na ojačanje šupljih čeličnih elemenata", Građevinar, vol.67, br. 05., str. 441-450, 2015. [Online]. https://doi.org/10.14256/JCE.1127.2014

Sažetak
This paper studies the effects of orientation of CFRP (carbon fibre reinforced polymer) strip layers on the improvement of bearing capacity of strengthened steel-made circular hollow elements. The four point bending test was conducted, and elements were subjected to bending until failure. The improvement of bearing capacity of strengthened tubular steel elements is presented in terms of failure load, stiffness, composite beam action, and modes of failure. Beams strengthened with CFRP strips with two longitudinal layers and one layer along the periphery performed better than the beams reinforced with one longitudinal layer and two layers along the periphery.

Ključne riječi
CFRP; layer orientation; bearing capacity; strengthening; circular hollow section; bending

Hrčak ID: 139781

URI
https://hrcak.srce.hr/139781

[hrvatski]

Posjeta: 1.286 *