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- W2351988081 abstract "The seam between the track slab of CRTS-Ⅰand CA mortar was taken as the research object.By means of the finite element method,the beam-shell model on elastic foundation of the track structure was established to analyze the vertical displacements and stress variations which could be caused by the seams of different lengths and heights.The result indicates that the influence of seam length is stronger than that of seam height on the vertical deformation and stress state of the track.And then,when the seam length is smaller than or equal to one fastener interval(0.6m),with the unchanged seam length,the change of the seam height almost has no effect on the deformation and stress state of track structure.Besides,with the seam length not more than 1m and the seam height more than 0.42m,the track slab in the seamed region has been completely in a void state.Finally,it is suggested that preventing the development of seam length should be considered as the main task while maintaining the seam in the middle of track slab,and the stress state of track slab should be regarded as the main index to evaluate the effect of the seam on track slab." @default.
- W2351988081 created "2016-06-24" @default.
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- W2351988081 date "2013-01-01" @default.
- W2351988081 modified "2023-09-23" @default.
- W2351988081 title "The Influence on Track Vertical Deformation and Stress State Caused by Seamed Mortar Layer in the Middle of CRTS-ITrack Slab" @default.
- W2351988081 hasPublicationYear "2013" @default.
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