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Bridge deck concrete overlays : full scale studies

Persson, Martin (author)
Luleå tekniska universitet,Byggkonstruktion och -produktion
Ohlsson, Ulf (author)
Luleå tekniska universitet,Byggkonstruktion och -produktion
Emborg, Mats (author)
Luleå tekniska universitet,Byggkonstruktion och -produktion
 (creator_code:org_t)
2014
2014
English.
In: Nordic Concrete Research. - 0800-6377. ; 49, s. 163-180
  • Journal article (peer-reviewed)
Abstract Subject headings
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  • Concrete overlays on bridge decks are thought to be more durable when comparing with the more common solution with asphalt. Of interest is to evaluate the concrete overlay regarding traffic and shrinkage/temperature induced stresses. In a pilot study nondestructive test systems were evaluated with focus on detecting hidden defects, (e.g. debonding), that may have induced identified surface cracks. Furthermore, calibration of material parameters for a similar composite slab was done using finite element technique and compared with experimental studies in laboratory. Good agreement was found between numerical and experimental results. This will serve as an input for future bridge FE-models.

Subject headings

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Infrastructure Engineering (hsv//eng)

Keyword

Structural Engineering
Konstruktionsteknik

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ref (subject category)
art (subject category)

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Persson, Martin
Ohlsson, Ulf
Emborg, Mats
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ENGINEERING AND TECHNOLOGY
ENGINEERING AND ...
and Civil Engineerin ...
and Infrastructure E ...
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Nordic Concrete ...
By the university
Luleå University of Technology

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