Instrumentation and Full-Scale Test of a Post-Tensioned Concrete Bridge
2014 (Engelska)Ingår i: Nordic Concrete Research, ISSN 0800-6377, Vol. 51, s. 63-83Artikel i tidskrift (Refereegranskat) Published
Abstract [en]
To meet new demands, existing bridges might be in need for repair, upgrading or replacement. To assist such efforts a 55-year-old post-tensioned concrete bridge has been comprehensively tested to calibrate methods for assessing bridges more robustly. The programme included strengthening, with two systems based on carbon fibre reinforced polymers (CFRPs), failure loading of the bridge’s girders and slab, and determination of post-tension cables’ condition and the material behaviour. The complete test programme and related instrumentation are summarised, and some general results are presented. The measurements address several current uncertainties, thereby providing foundations for both assessing existing bridges’ condition more accurately and future research.
Ort, förlag, år, upplaga, sidor
2014. Vol. 51, s. 63-83
Nyckelord [en]
Assessment, bridges, carbon fibre reinforced polymer, concrete, destructive test, ductility, flexure, full-scale test, monitoring, near-surface mounted reinforcement, non-destructive test, prestressed laminates, post-tension, punching, robustness, shear, strengthening, structural behaviour
Nationell ämneskategori
Infrastrukturteknik
Forskningsämne
Konstruktionsteknik; Attraktivt samhällsbyggande (FOI)
Identifikatorer
URN: urn:nbn:se:ltu:diva-11931Lokalt ID: af660c1b-4215-4131-ba7d-c2dfc09ff91eOAI: oai:DiVA.org:ltu-11931DiVA, id: diva2:984881
Projekt
Sveriges Bygguniversitet, Centrum för riskanalys och riskhantering, CRR
Anmärkning
Validerad; 2014; 20141113 (nikbag)
2016-09-292016-09-292019-10-10Bibliografiskt granskad