Instrumentation and Full-Scale Test of a Post-Tensioned Concrete Bridge
2014 (English)In: Nordic Concrete Research, ISSN 0800-6377, Vol. 51, p. 63-83Article in journal (Refereed) 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.
Place, publisher, year, edition, pages
2014. Vol. 51, p. 63-83
Keywords [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
National Category
Infrastructure Engineering
Research subject
Structural Engineering; Attractive built environment (AERI)
Identifiers
URN: urn:nbn:se:ltu:diva-11931Local ID: af660c1b-4215-4131-ba7d-c2dfc09ff91eOAI: oai:DiVA.org:ltu-11931DiVA, id: diva2:984881
Projects
Sveriges Bygguniversitet, Centrum för riskanalys och riskhantering, CRR
Note
Validerad; 2014; 20141113 (nikbag)
2016-09-292016-09-292019-10-10Bibliographically approved