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- W2007991510 abstract "AbstractConcrete is a typical kind of artificial synthetic material with complex engineering features; the loading rate will result in the change of material rupture shape. There is a critical velocity during the breakage process of materials with a transition from plasticity to brittleness. The uniaxial compression virtual test of numerical concrete with cracking function of the aggregate is done by compiling program by means of embedded fish language under particle flow code condition. The input parameters of the numerical model, i.e. strength and deformation of mortar and aggregate, are tested through tensile strength, compression strength and modulus tests of mortar and concrete, and cohesion strength test of interface between mortar and aggregate. Then, uniaixal compression tests with six different loading rates such as 0·0005, 0·0010, 0·0020, 0·0050, 0·0100 and 0·0200 m s−1 are designed to study the effect of the loading rate. Moreover, the influence of rupture process, crack number and propagation,..." @default.
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- W2007991510 date "2011-02-01" @default.
- W2007991510 modified "2023-09-26" @default.
- W2007991510 title "Dynamic mechanical characteristics of concrete affected by loading rate" @default.
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- W2007991510 doi "https://doi.org/10.1179/143307511x12858957676236" @default.
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