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Prethodno priopćenje

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


Puni tekst: engleski pdf 374 Kb

str. 831-840

preuzimanja: 427

citiraj

Puni tekst: hrvatski pdf 347 Kb

str. 831-840

preuzimanja: 959

citiraj


Sažetak

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.

Ključne riječi

ductility; eccentricity; column; glass fibre reinforced polymer (GFRP)

Hrčak ID:

188755

URI

https://hrcak.srce.hr/188755

Datum izdavanja:

31.10.2017.

Podaci na drugim jezicima: hrvatski

Posjeta: 1.915 *