Flexural capacity of concrete beams reinforced with steel and fibreâ€reinforced polymer (FRP) bars

Autor:	Hau Yan Leung
Jazyk:	angličtina
Rok vydání:	2004
Předmět:	Building construction flexural capacity concrete beam steel TH1-9745 FRP
Zdroj:	Journal of Civil Engineering and Management, Vol 10, Iss 3 (2004)
ISSN:	1822-3605 1392-3730
Popis:	Although much research on concrete beams reinforced with fibreâ€reinforced polymer (FRP) rods has been conducted in recent years, their use still does not receive the attention it deserves from practicising engineers. This is attributed to the fact that FRP is brittle in nature and the collapse of FRPâ€reinforced concrete member may be catastrophic. A rational beam design can incorporate a hybrid use of FRP rods and steel rods. Current design codes only deal with steelâ€reinforced or FRPâ€reinforced concrete members. Therefore in this study some design charts and equations for concrete beam sections reinforced with FRP rods and steel rebars were generated. Results from the theoretical derivations agreed well with experimental data. First Published Online: 14 Oct 2010
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doajarticles::5eac2089005bc0453745146114a55cc8 https://doaj.org/article/51d60d7ad42143bca213d3c22a2c02b5 Zobrazit plný text záznamu