FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W581201428> ?p ?o ?g. }

• W581201428 abstract "This publication compiles the abstracts of studies completed in 2002 and 2003, coordinated and ordered by Finnra Bridge Engineering. Further information on the studies can be obtained from the person in charge at Finnra and the researcher of each study. The address of all people in charge of the study is: Finnra, Bridge Engineering, P.O. Box 33, FIN-00521 HELSINKI, FINLAND. The research subjects are listed. The effect of coatings on the durability of concrete bridge structures. The effect of aesthetic coatings on the durability and service life of concrete bridge structures was studied and a basis for new instructions on coating of concrete bridges to improve durability was established. Measurements of relative humidity and temperature on new concrete bridges. On new concrete bridges measurements were carried out to monitor changes of relative humidity and temperature in concrete bridge decks using current technology. The results were used in the research on bridge deck sheet membrane waterproofing blistering. Chloride ingress in concrete. A literature survey was carried out to clarify chloride diffusion and leaching in concrete. Models dealing with accumulation of chloride profiles are addressed. Chloride accumulation and leaching is among other things related to the bridge components, concrete surface location in the bridge, the distance from the roadway, rain, snow, drainage, splash water and periodical drying. General environmental conditions, compass points, direction of dominating winds, traffic density and commercial speed also have important roles. Degradation rate curves of bridge structures based on the inspection data in the bridge register. The condition class - age - distributions and the main factors affecting the rate of degradation of bridge structures based on the inspection data in the Bridge Register were studied. Data on the real degradation rate of structures is needed for improving the existing degradation models of structures. Degradation models are used in life cycle analyses among others. Cracking at the early age of wall-like structures. This research was focused on the reasons causing cracks during hardening in long wall-like structures that are fixed on an edge and how it is possible to estimate the cracking risk. In addition, different possibilities to eliminate and to minimise the cracking risk and to estimate their feasibility have been considered. Migrating inhibitors. The effect of the quality of the concrete on the penetration and the duration of function of migrating inhibitors based on organic amines was determined experimentally. The inhibitors studied were MCI- 2020 and Sika Ferrocard-903. Field investigation of new anode systems for cathodic protection of reinforced concrete structures - Nordic co-operative project. Economical and technical knowledge basis for the use of cathodic protection with simple anode systems that would be able to protect the edge beam reinforcements against corrosion initiated by chlorides, and the railing posts against galvanic corrosion were provided. For the field investigation four anode systems were assembled on the edge beam of the Oeland bridge. Allowable extent of rust on reinforcing bars for new bridges. A literature survey was carried out to find out what is the maximum harmless extent and type of rust of concrete reinforcing bars for new bridges. Also a method to estimate and classify the extent and type of rust was made." @default.
• W581201428 created "2016-06-24" @default.
• W581201428 creator A5074944195 @default.
• W581201428 creator A5087589320 @default.
• W581201428 date "2003-01-01" @default.
• W581201428 modified "2023-09-28" @default.
• W581201428 title "ABSTRACTS OF BRIDGE STUDIES 2003" @default.
• W581201428 hasPublicationYear "2003" @default.
• W581201428 type Work @default.
• W581201428 sameAs 581201428 @default.
• W581201428 citedByCount "0" @default.
• W581201428 crossrefType "journal-article" @default.
• W581201428 hasAuthorship W581201428A5074944195 @default.
• W581201428 hasAuthorship W581201428A5087589320 @default.
• W581201428 hasConcept C100776233 @default.
• W581201428 hasConcept C103208741 @default.
• W581201428 hasConcept C104304963 @default.
• W581201428 hasConcept C110245778 @default.
• W581201428 hasConcept C120809312 @default.
• W581201428 hasConcept C126322002 @default.
• W581201428 hasConcept C127413603 @default.
• W581201428 hasConcept C147176958 @default.
• W581201428 hasConcept C153294291 @default.
• W581201428 hasConcept C158960510 @default.
• W581201428 hasConcept C159985019 @default.
• W581201428 hasConcept C187320778 @default.
• W581201428 hasConcept C191897082 @default.
• W581201428 hasConcept C192562407 @default.
• W581201428 hasConcept C205649164 @default.
• W581201428 hasConcept C2777589630 @default.
• W581201428 hasConcept C2778695967 @default.
• W581201428 hasConcept C2778966251 @default.
• W581201428 hasConcept C2992260121 @default.
• W581201428 hasConcept C39432304 @default.
• W581201428 hasConcept C66938386 @default.
• W581201428 hasConcept C71924100 @default.
• W581201428 hasConcept C77595967 @default.
• W581201428 hasConceptScore W581201428C100776233 @default.
• W581201428 hasConceptScore W581201428C103208741 @default.
• W581201428 hasConceptScore W581201428C104304963 @default.
• W581201428 hasConceptScore W581201428C110245778 @default.
• W581201428 hasConceptScore W581201428C120809312 @default.
• W581201428 hasConceptScore W581201428C126322002 @default.
• W581201428 hasConceptScore W581201428C127413603 @default.
• W581201428 hasConceptScore W581201428C147176958 @default.
• W581201428 hasConceptScore W581201428C153294291 @default.
• W581201428 hasConceptScore W581201428C158960510 @default.
• W581201428 hasConceptScore W581201428C159985019 @default.
• W581201428 hasConceptScore W581201428C187320778 @default.
• W581201428 hasConceptScore W581201428C191897082 @default.
• W581201428 hasConceptScore W581201428C192562407 @default.
• W581201428 hasConceptScore W581201428C205649164 @default.
• W581201428 hasConceptScore W581201428C2777589630 @default.
• W581201428 hasConceptScore W581201428C2778695967 @default.
• W581201428 hasConceptScore W581201428C2778966251 @default.
• W581201428 hasConceptScore W581201428C2992260121 @default.
• W581201428 hasConceptScore W581201428C39432304 @default.
• W581201428 hasConceptScore W581201428C66938386 @default.
• W581201428 hasConceptScore W581201428C71924100 @default.
• W581201428 hasConceptScore W581201428C77595967 @default.
• W581201428 hasIssue "17" @default.
• W581201428 hasLocation W5812014281 @default.
• W581201428 hasOpenAccess W581201428 @default.
• W581201428 hasPrimaryLocation W5812014281 @default.
• W581201428 hasRelatedWork W1488348272 @default.
• W581201428 hasRelatedWork W1490954348 @default.
• W581201428 hasRelatedWork W1544027783 @default.
• W581201428 hasRelatedWork W2029003310 @default.
• W581201428 hasRelatedWork W2045299828 @default.
• W581201428 hasRelatedWork W2062262005 @default.
• W581201428 hasRelatedWork W2129846452 @default.
• W581201428 hasRelatedWork W2196856497 @default.
• W581201428 hasRelatedWork W2242069238 @default.
• W581201428 hasRelatedWork W2244934089 @default.
• W581201428 hasRelatedWork W2261206646 @default.
• W581201428 hasRelatedWork W2353759901 @default.
• W581201428 hasRelatedWork W2391533837 @default.
• W581201428 hasRelatedWork W2391948612 @default.
• W581201428 hasRelatedWork W2578922116 @default.
• W581201428 hasRelatedWork W2593008654 @default.
• W581201428 hasRelatedWork W2782306282 @default.
• W581201428 hasRelatedWork W395158817 @default.
• W581201428 hasRelatedWork W650877803 @default.
• W581201428 hasRelatedWork W749783843 @default.
• W581201428 isParatext "false" @default.
• W581201428 isRetracted "false" @default.
• W581201428 magId "581201428" @default.
• W581201428 workType "article" @default.