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FRP reinforcement of stone arch bridges: Unilateral contact models and limit analysis

Stavroulakis Georgios, C.V. Massalas, G.A. Drosopoulos

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URIhttp://purl.tuc.gr/dl/dias/87015606-285B-4029-8A86-56A19964E156-
Αναγνωριστικόhttps://doi.org/10.1016/j.compositesb.2006.08.004-
Γλώσσαen-
Μέγεθος7 pagesen
ΤίτλοςFRP reinforcement of stone arch bridges: Unilateral contact models and limit analysisen
ΔημιουργόςStavroulakis Georgiosen
ΔημιουργόςΣταυρουλακης Γεωργιοςel
ΔημιουργόςC.V. Massalasen
ΔημιουργόςG.A. Drosopoulosen
ΕκδότηςElsevieren
ΠερίληψηA method for the estimation of the limit load and the failure mode of fiber-reinforced polymer (FRP) reinforced stone arch bridges is hereby presented. Unilateral contact interfaces with friction simulating potential cracks are considered in the finite element model of the bridge. FRP strips are then applied to the intrados and/or the extrados of the arch. The possible failure modes of the reinforced structure are sliding of the masonry, crushing, debonding of the reinforcement and FRP rupture. Identical failure modes arise from the computer simulation and from experiments on reinforced arches published in the literature.en
ΤύποςPeer-Reviewed Journal Publicationen
ΤύποςΔημοσίευση σε Περιοδικό με Κριτέςel
Άδεια Χρήσηςhttp://creativecommons.org/licenses/by/4.0/en
Ημερομηνία2015-10-11-
Ημερομηνία Δημοσίευσης2007-
Θεματική ΚατηγορίαEngineeringen
Βιβλιογραφική ΑναφοράG.A. Drosopoulos, G.E. Stavroulakis, C.V. Massalas, "FRP reinforcement of stone arch bridges: Unilateral contact models and limit analysis," Comp. Part B: Engineering ,vol. 38, no. 2, pp. 144–151,March 2007. doi:10.1016/j.compositesb.2006.08.004en

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