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- W4288448002 abstract "In order to quantitatively describe the development of multiple cracks in concrete during dynamic compression, a meso-scale particle element modeling is established to numerically simulate the SHPB stamping test. The box dimension is used to calculate and simulate the development of cracks in the specimen. The fractal characteristics quantitatively described the cracks in the specimen and the region of interest during dynamic compression. Combined with the internal damage variables, the indexes to quantitatively describe the multi crack propagation and aggregate crushing of concrete under the action of high strain rate are proposed, which provides a method to further quantitatively describe the influence of multi crack propagation on the dynamic improvement mechanism of concrete." @default.
- W4288448002 created "2022-07-29" @default.
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- W4288448002 date "2022-07-28" @default.
- W4288448002 modified "2023-10-18" @default.
- W4288448002 title "Numerical study on dynamic compression of concrete based on meso-scale particle element modeling and fractal theory" @default.
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- W4288448002 doi "https://doi.org/10.1117/12.2642601" @default.
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