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- W2367885725 abstract "During the design of floor plate in interchange station which is straightly subjected to train load,train load is always transformed into static load according to equivalent principle.It is difficult to reflect true stress of the part.Based on ANSYS submodeling technique,double-layer numeric analysis model is adopted.Firstly,a beam-plate-column combined model of the whole interchange station is established and analyzed.Then the medial plate is intercepted individually and a submodel is created.By means of ANSYS Parametric design language,moving train load is applied on the medial plate.The disadvantage load positions and values of the medial plate under moving train load are obtained.It is found that bearing moments at the interfaces are large and the stress concentration emerged at the locations of columns;the extrema of shear and axial force in submodel are larger than those in total model,and the extrema of internal forces of medial plate should be determined under overall consideration between total model and submodel;the locations and occasions of internal force extrema are different in submodel,which shows that the influence of moving train load on internal forces of medial plate is obvious and should not be ignored.The results provide a theoretical basis for the structure design of this kind of members." @default.
- W2367885725 created "2016-06-24" @default.
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- W2367885725 date "2011-01-01" @default.
- W2367885725 modified "2023-09-24" @default.
- W2367885725 title "Internal force analysis of medial plate in interchange joint of metro station under moving train load" @default.
- W2367885725 hasPublicationYear "2011" @default.
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