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Strengthening Bridg...
Strengthening Bridges with Postinstalled Coiled Spring Pin Shear Connectors : State-of-the-Art Review
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- Hällmark, Robert, 1981- (författare)
- Luleå tekniska universitet,Byggkonstruktion och brand
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- Jackson, Paul (författare)
- Ramboll, Ringwood Rd., Woodlands, Netley Marsh, Southampton, UK
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- Collin, Peter (författare)
- Luleå tekniska universitet,Byggkonstruktion och brand,Ramboll, Ringwood Rd., Woodlands, Netley Marsh, Southampton, UK
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- White, Harry (författare)
- New York State Dept. of Transportation, Albany, NY
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(creator_code:org_t)
- American Society of Civil Engineers (ASCE), 2019
- 2019
- Engelska.
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Ingår i: Practice Periodical on Structural Design and Construction. - : American Society of Civil Engineers (ASCE). - 1084-0680 .- 1943-5576. ; 24:1
- Relaterad länk:
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https://urn.kb.se/re...
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https://doi.org/10.1...
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Abstract
Ämnesord
Stäng
- Many existing bridge structures experience much more significant loads and load cycles than were anticipated when the bridges were originally designed. An effective way to increase the load capacity and fatigue resistance of steel girder with non-composite concrete deck bridge structures is to retrofit the structure with shear connectors to create a composite girder-deck structure. This paper presents a state-of the art study of post-installed shear connectors in general and coiled spring connectors in particular. The strengthening method is described together with experiences from real bridge strengthening projects, along with a study of load capacity and structural behavior.
Ämnesord
- TEKNIK OCH TEKNOLOGIER -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Civil Engineering -- Infrastructure Engineering (hsv//eng)
Nyckelord
- Shear connector
- composite action
- coiled spring pin
- bridge strengthening
- rehabilitation
- bridge
- Structural Engineering
- Konstruktionsteknik
Publikations- och innehållstyp
- ref (ämneskategori)
- art (ämneskategori)
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