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- W2364290423 abstract "In order to accurately simulate the vertical wet flange joints between the box girders in a separated small box girder bridge and establish an appropriate spatial FEM model,a 40 m single-span simply supported box girder bridge with four segments was studied.The finite element software MIDAS/Civil was applied to set up 3 spatial FEM models,including a solid element model,a beam-plate element combination model and a improved beam lattice model.The mid-span vertical displacements of the models subjected to four kinds of loadings were compared.The results show that: the solid element model is accurate but complex;the beam-plate model has the maximum error of-5.4%;the improved beam lattice model has the maximum error about-2.3%,compared with the solid model.The appropriate spatial FEM model was found to be the improved beam lattice model." @default.
- W2364290423 created "2016-06-24" @default.
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- W2364290423 date "2010-01-01" @default.
- W2364290423 modified "2023-09-24" @default.
- W2364290423 title "Spatial FEM model of a segmental box girder bridge" @default.
- W2364290423 hasPublicationYear "2010" @default.
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