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- W2384668826 abstract "Against the background of a concrete-filled steel tube through tied arch bridge,the three-dimensional finite element model for the type of the bridge is established and the damages to the hangers of the bridge are simulated by means of the reduction ratio of effective cross section area.Through the simulation and calculation,the law of the static tensile force redistribution of the hanger system at the time the damages of different degrees occur in a single hanger and multiple hangers is analyzed.The results of the analysis show that the tensile force redistribution of the damaged hanger system only takes place in the damaged hanger and the adjacent hangers at both sides.The tensile force redistribution due to damages to the multiple hangers is approximately equivalent to the linear superimposition of the tensile force redistribution caused by the damage to each single hanger.The conclusions generalized herewith are of important engineering application value to the mechanical analysis and assessment of the hanger systems of other tied arch bridges." @default.
- W2384668826 created "2016-06-24" @default.
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- W2384668826 date "2009-01-01" @default.
- W2384668826 modified "2023-09-26" @default.
- W2384668826 title "Study of Internal Force Redistribution of Damaged Hanger System of Concrete-Filled Steel Tube Tied Arch Bridge" @default.
- W2384668826 hasPublicationYear "2009" @default.
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