Numerical simulation of tested reinforced concrete beams strengthened by thin fibre-reinforced cementitious matrix jackets

dc.creator	Georgiadi-Stefanidi, K.	en
dc.creator	Mistakidis, E.	en
dc.creator	Perdikaris, P.	en
dc.creator	Papatheocharis, T.	en
dc.date.accessioned	2015-11-23T10:27:35Z
dc.date.available	2015-11-23T10:27:35Z
dc.date.issued	2010
dc.identifier.issn	2092-7614
dc.identifier.uri	http://hdl.handle.net/11615/27747
dc.description.abstract	The paper presents a study on the numerical simulation of the behaviour of conventional reinforced concrete (RC) beams strengthened by thin fibre-reinforced cementitious matrix (FRCM) jackets. The study covers the cases of retrofitting RC beams with or without stirrups with jackets reinforced with longitudinal and transverse steel reinforcement or with light wire mesh. The strengthened RC beams to be modelled were tested under static monotonic and fully reversing cyclic loading. The numerical results show that the numerical model used predicted quite well the experimental results.	en
dc.source.uri	<Go to ISI>://WOS:000208471100002
dc.subject	fibre reinforced cementitious composites	en
dc.subject	seismic strengthening	en
dc.subject	numerical simulation	en
dc.subject	Engineering, Civil	en
dc.subject	Engineering, Geological	en
dc.title	Numerical simulation of tested reinforced concrete beams strengthened by thin fibre-reinforced cementitious matrix jackets	en
dc.type	journalArticle	en

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