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Test results showed that UHP-FRC exhibitsuperioror damage characteristics.
Damage characteristics, load and energy dissipation capacities, and response to repeated impacts, were studied.
Damage characteristics and plastic deformation of reinforcement steel bars are also investigated.
These results are consistent with the damage characteristics predicted using the mathematic model.
The damage characteristics were investigated for three material conditions, i.e. cold deformed, recovered, and recrystallized state.
The results show that mesostructural parameters and interface properties have an important impact on damage characteristics.
Different deformation styles influence the damage characteristics surrounding faults, and therefore the fault zone architecture.
Moreover, there were significant differences in failure modes and damage characteristics among three GLARE variants.
Details of the damage characteristics in PZT ceramic are discussed in the present work.
Damage characteristics are evaluated using various inspection methods and possible damage mechanisms are discussed.
Finally, the damage characteristics obtained can provide a basis for the design of roadway linings.
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