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https://doi.org/10.14256/JCE.1707.2016

Numerical analysis of RC wall with opening strengthened by CFRP subjected to eccentric loads

Hussam K. Risan
Ibrahim S. I. Harba
Abdulkhalik J. Abdulridha

Puni tekst: engleski, pdf (783 KB) str. 573-580 preuzimanja: 261* citiraj
APA 6th Edition
Risan, H.K., Harba, I.S.I. i Abdulridha, A.J. (2017). Numerical analysis of RC wall with opening strengthened by CFRP subjected to eccentric loads. Građevinar, 69 (07.), 573-580. https://doi.org/10.14256/JCE.1707.2016
MLA 8th Edition
Risan, Hussam K., et al. "Numerical analysis of RC wall with opening strengthened by CFRP subjected to eccentric loads." Građevinar, vol. 69, br. 07., 2017, str. 573-580. https://doi.org/10.14256/JCE.1707.2016. Citirano 24.11.2020.
Chicago 17th Edition
Risan, Hussam K., Ibrahim S. I. Harba i Abdulkhalik J. Abdulridha. "Numerical analysis of RC wall with opening strengthened by CFRP subjected to eccentric loads." Građevinar 69, br. 07. (2017): 573-580. https://doi.org/10.14256/JCE.1707.2016
Harvard
Risan, H.K., Harba, I.S.I., i Abdulridha, A.J. (2017). 'Numerical analysis of RC wall with opening strengthened by CFRP subjected to eccentric loads', Građevinar, 69(07.), str. 573-580. https://doi.org/10.14256/JCE.1707.2016
Vancouver
Risan HK, Harba ISI, Abdulridha AJ. Numerical analysis of RC wall with opening strengthened by CFRP subjected to eccentric loads. Građevinar [Internet]. 2017 [pristupljeno 24.11.2020.];69(07.):573-580. https://doi.org/10.14256/JCE.1707.2016
IEEE
H.K. Risan, I.S.I. Harba i A.J. Abdulridha, "Numerical analysis of RC wall with opening strengthened by CFRP subjected to eccentric loads", Građevinar, vol.69, br. 07., str. 573-580, 2017. [Online]. https://doi.org/10.14256/JCE.1707.2016
Puni tekst: hrvatski, pdf (791 KB) str. 573-580 preuzimanja: 236* citiraj
APA 6th Edition
Risan, H.K., Harba, I.S.I. i Abdulridha, A.J. (2017). Numerička analiza ab zida s otvorom ojačanim CFRP-om podvrgnutim ekscentričnim opterećenjima. Građevinar, 69 (07.), 573-580. https://doi.org/10.14256/JCE.1707.2016
MLA 8th Edition
Risan, Hussam K., et al. "Numerička analiza ab zida s otvorom ojačanim CFRP-om podvrgnutim ekscentričnim opterećenjima." Građevinar, vol. 69, br. 07., 2017, str. 573-580. https://doi.org/10.14256/JCE.1707.2016. Citirano 24.11.2020.
Chicago 17th Edition
Risan, Hussam K., Ibrahim S. I. Harba i Abdulkhalik J. Abdulridha. "Numerička analiza ab zida s otvorom ojačanim CFRP-om podvrgnutim ekscentričnim opterećenjima." Građevinar 69, br. 07. (2017): 573-580. https://doi.org/10.14256/JCE.1707.2016
Harvard
Risan, H.K., Harba, I.S.I., i Abdulridha, A.J. (2017). 'Numerička analiza ab zida s otvorom ojačanim CFRP-om podvrgnutim ekscentričnim opterećenjima', Građevinar, 69(07.), str. 573-580. https://doi.org/10.14256/JCE.1707.2016
Vancouver
Risan HK, Harba ISI, Abdulridha AJ. Numerička analiza ab zida s otvorom ojačanim CFRP-om podvrgnutim ekscentričnim opterećenjima. Građevinar [Internet]. 2017 [pristupljeno 24.11.2020.];69(07.):573-580. https://doi.org/10.14256/JCE.1707.2016
IEEE
H.K. Risan, I.S.I. Harba i A.J. Abdulridha, "Numerička analiza ab zida s otvorom ojačanim CFRP-om podvrgnutim ekscentričnim opterećenjima", Građevinar, vol.69, br. 07., str. 573-580, 2017. [Online]. https://doi.org/10.14256/JCE.1707.2016

Sažetak
Numerical analysis of the central hole in RC walls with and without CFRP, subjected to uniform eccentric vertical line load, is presented in this paper. Six half-scale wall panels were modelled using the ABAQUS software to estimate the strengthening effects. The analysis revealed that the load capacity of the wall in terms of maximum load carrying capacity is influenced by CFRP thickness. It was found that the variation of CFRP thickness greatly influences the ultimate load carrying capacity, crack patterns, principal plastic strain of concrete, and equivalent stress.

Ključne riječi
RC wall with opening; CFRP; plastic damage (cracking) model for concrete

Hrčak ID: 185766

URI
https://hrcak.srce.hr/185766

[hrvatski]

Posjeta: 597 *