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- W2364694508 abstract "In order to investigate the anti-explosion performance of reinforced concrete column in ground floor,numerical simulations were conducted for the analysis on the damage process and failure mechanism of RC column under close-in explosion using LS-DYNA software.The model involved the effects of strain rate on dynamic constitute characteristics of reinforcing bars and concrete material,as well as the coupled interactions of explosive-air-structure.The results show that the damages RC column under close-in blast loads may be characterized that the front surface layer concrete firstly starts spallation,then the constrained concrete at the bottom and top end of column takes place the punching-shear failure,after then the continuously transverse deformation induces the global bending of RC column,followed by distributed cracking perpendicular to longitudinal axis of the column;the blast loads acting on RC column located at different reflection zone with the same scaled distance display rather large differences,therefore,the traditional scaled law is no longer adapted to close-in explosion situation." @default.
- W2364694508 created "2016-06-24" @default.
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- W2364694508 date "2011-09-08" @default.
- W2364694508 modified "2023-09-23" @default.
- W2364694508 title "Investigation on damage mechanism of RC column under close-in explosion" @default.
- W2364694508 doi "https://doi.org/10.3785/j.issn.1008-973x.2011.08.013" @default.
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