Research Article
Dynamic Modeling and CAE Cosimulation Method for Heavy-Duty Concrete Spreader
Figure 7
Simulated changes in fluid motion. (a) t = 0 s. (b) t = 0.5 s. (c) t = 1.5 s. (d) t = 2.5 s. (e) t = 3.5 s. (f) t = 4 s.
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