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- W2392241446 abstract "The East Shayinghe Bridge is a partially-prestressed composite concrete box girder bridge,the design loads include the truck-20tand trailer-120t.In order to ensure the safety of the structure when a large specialist power equipment(the total weight of the truck and the cargo is 644.5t)that could not be detached was transported passing the bridge,an assembled steel road bridge scheme was adopted to temporarily strengthen the bridge,then,abridge over bridgecondition appeared.5nos.I22I-shaped steel girder were installed at the parts of the bridge deck over top of the original piers as the oblique crossing bearings;Considering the 6.5mwidth clearance for traffic passing,the long cross beam structure was used,and the U-bolt connectors were used to connect the steel truss main girder and the long cross beams into an integrity.The finite element software was used to establish the models of the bridge before and after the strengthening,calculate the displacement and stress of the critical sections.The results indicated that the measured displacement and stress after the temporary strengthening were less than the calculated values before the strengthening;the temporary strengthening scheme was applicable.The monitoring of the heavy cargo transportation after the strengthening indicated that the measured value of displacement in the midspan of the bridge was far less than the code values.When the cargos totally passed through the bridge,the deformation of the bridge restored well,and the structure was in elastic working condition." @default.
- W2392241446 created "2016-06-24" @default.
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- W2392241446 date "2014-01-01" @default.
- W2392241446 modified "2023-10-09" @default.
- W2392241446 title "Strengthening Technique Used to East Shayinghe Bridge for Heavy Cargo Transportation" @default.
- W2392241446 hasPublicationYear "2014" @default.
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