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- W1993479419 abstract "The impact of blast load is always taken into consideration in significant pillar bearing component and protective construction. The LS-DYNA software was employed to simulate three typical concrete filled steel tubular (CFST) columns under blast load. The JHC model was used for concrete material and the MAT_PLASTIC_KINEMATIC model which accounted for the strain rate used for steel. Three section concrete-filled steel tube columns are analyzed in different proportion of distance and get the damage form of pillars and displacement of key points. The results show: In proportion to the same distance, the antiknock ability of circular cross section is better than the other two sections. Although in filled concrete damage is serious, but the steel tube columns improve the ductility of the columns. With the increase of proportion of distance, pillar deformation gradually decrease." @default.
- W1993479419 created "2016-06-24" @default.
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- W1993479419 date "2013-11-01" @default.
- W1993479419 modified "2023-10-05" @default.
- W1993479419 title "Numerical Simulation Research for CFST Columns under Blast Load" @default.
- W1993479419 doi "https://doi.org/10.4028/www.scientific.net/amr.838-841.644" @default.
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