Matches in SemOpenAlex for { <https://semopenalex.org/work/W2991822018> ?p ?o ?g. }
Showing items 1 to 74 of
74
with 100 items per page.
- W2991822018 endingPage "1589" @default.
- W2991822018 startingPage "1577" @default.
- W2991822018 abstract "Composite action between steel girders and concrete slab is an important mechanical feature that needs to be maintained so that bridges can carry the applied load safely. This mechanical feature is maintained through the shear studs installed at the top flange of the steel girders. These shear studs keep the steel girders and the concrete slab working as one unit, resulting in a stronger section than if each element works separately. The composite action can be investigated using several methods of which one is the study of the position of the neutral axis (NA). The variation of the position of the NA over time gives an indication about the structural performance of the composite section. In this study, the variation of the position of the NA over time is investigated. Two bridges located in Manitoba were investigated in this study. The variation of the NA is observed as a result of variation of ambient temperature (temperature). Regression models are suggested to relate variation of the NA to the temperature that was measured beside the web of one of the bridge girders. Repeatability analysis over 4 years was conducted, confirming that the NA varies cyclically over years. It is suggested that this variation indicates that there is a change in the degree of composite action assuming that cold temperatures will induce more connection between the steel girders and the concrete slab as a result of thermal contraction of the shear studs. In addition, the stiffness of the material could be affected due to change of temperature. The other possibility is that an axial force develops in the beam as a result of the bearing restraint during the passing of vehicles on the bridge. The results found in this study will eventually lead to enhancements of the design procedures that currently assume a fixed position of the NA over time of composite sections of bridges, similar to the bridges presented in this study." @default.
- W2991822018 created "2019-12-13" @default.
- W2991822018 creator A5008005994 @default.
- W2991822018 creator A5034107639 @default.
- W2991822018 creator A5039286002 @default.
- W2991822018 creator A5051349851 @default.
- W2991822018 creator A5054187477 @default.
- W2991822018 date "2019-12-02" @default.
- W2991822018 modified "2023-10-01" @default.
- W2991822018 title "Long-term study on the effect of temperature on composite action and variation of neutral axis in slab on girder bridges" @default.
- W2991822018 cites W1246757939 @default.
- W2991822018 cites W1973772814 @default.
- W2991822018 cites W2038457511 @default.
- W2991822018 cites W2050644627 @default.
- W2991822018 cites W2163550102 @default.
- W2991822018 cites W2582725737 @default.
- W2991822018 doi "https://doi.org/10.1177/1475921719890588" @default.
- W2991822018 hasPublicationYear "2019" @default.
- W2991822018 type Work @default.
- W2991822018 sameAs 2991822018 @default.
- W2991822018 citedByCount "5" @default.
- W2991822018 countsByYear W29918220182021 @default.
- W2991822018 countsByYear W29918220182023 @default.
- W2991822018 crossrefType "journal-article" @default.
- W2991822018 hasAuthorship W2991822018A5008005994 @default.
- W2991822018 hasAuthorship W2991822018A5034107639 @default.
- W2991822018 hasAuthorship W2991822018A5039286002 @default.
- W2991822018 hasAuthorship W2991822018A5051349851 @default.
- W2991822018 hasAuthorship W2991822018A5054187477 @default.
- W2991822018 hasConcept C104779481 @default.
- W2991822018 hasConcept C113740112 @default.
- W2991822018 hasConcept C127413603 @default.
- W2991822018 hasConcept C159985019 @default.
- W2991822018 hasConcept C168834538 @default.
- W2991822018 hasConcept C192562407 @default.
- W2991822018 hasConcept C196316656 @default.
- W2991822018 hasConcept C2778417280 @default.
- W2991822018 hasConcept C2779372316 @default.
- W2991822018 hasConcept C66743075 @default.
- W2991822018 hasConcept C66938386 @default.
- W2991822018 hasConcept C96035792 @default.
- W2991822018 hasConceptScore W2991822018C104779481 @default.
- W2991822018 hasConceptScore W2991822018C113740112 @default.
- W2991822018 hasConceptScore W2991822018C127413603 @default.
- W2991822018 hasConceptScore W2991822018C159985019 @default.
- W2991822018 hasConceptScore W2991822018C168834538 @default.
- W2991822018 hasConceptScore W2991822018C192562407 @default.
- W2991822018 hasConceptScore W2991822018C196316656 @default.
- W2991822018 hasConceptScore W2991822018C2778417280 @default.
- W2991822018 hasConceptScore W2991822018C2779372316 @default.
- W2991822018 hasConceptScore W2991822018C66743075 @default.
- W2991822018 hasConceptScore W2991822018C66938386 @default.
- W2991822018 hasConceptScore W2991822018C96035792 @default.
- W2991822018 hasIssue "5" @default.
- W2991822018 hasLocation W29918220181 @default.
- W2991822018 hasOpenAccess W2991822018 @default.
- W2991822018 hasPrimaryLocation W29918220181 @default.
- W2991822018 hasRelatedWork W1981865670 @default.
- W2991822018 hasRelatedWork W2031380870 @default.
- W2991822018 hasRelatedWork W2060178132 @default.
- W2991822018 hasRelatedWork W2124672486 @default.
- W2991822018 hasRelatedWork W2244584362 @default.
- W2991822018 hasRelatedWork W2765316110 @default.
- W2991822018 hasRelatedWork W2966728271 @default.
- W2991822018 hasRelatedWork W2991822018 @default.
- W2991822018 hasRelatedWork W3197998673 @default.
- W2991822018 hasRelatedWork W4281627165 @default.
- W2991822018 hasVolume "19" @default.
- W2991822018 isParatext "false" @default.
- W2991822018 isRetracted "false" @default.
- W2991822018 magId "2991822018" @default.
- W2991822018 workType "article" @default.