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The loading path and the forming procedures during the crushing process are discussed.
The collapse procedure is successfully simulated and the obtained numerical results are compared with actual experimental data from small-scale models and useful concluding remarks pertaining to the design requirements of the crushing process are drawn.
Although significant numerical and experimental works on the collapse of fiber-reinforced composite shells have been carried out, studies on the theoretical modeling of the crushing process are quite limited given the complex and brittle fracture mechanisms of composite materials.
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The function of water in the crushing process was analyzed.
The results show that the crushing process is the critical stage because of its high electric power consumption.
Due to the maximum size of LRCA being 80 mm, the waste concrete crushing process is simplified and therefore has the advantage of high production efficiency.
The crushing process is simulated numerically by full-scale FE models in which the geometric characteristics of the actual cells are used.
Note that only two to three stages of crushing processes are undertaken.
Also, the thickness distributions of the formed products obtained by the crushing processes are much more uniform than those by the hydraulic expansion test.
In actuality, 4 6 steps of additional crushing processes are being carried out at the recycling plant in order to satisfy the KS specifications (see Fig. 4), resulting in a loss of time and money (Kang et al. 2014).
To reduce the amount of waste going to landfill, red granite dust arising from the rock-crushing process was assessed for suitability as a replacement for up to 30% by mass of the cement content of structural grade concretes made with recycled coarse aggregates.
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CEO of Professional Science Editing for Scientists @ prosciediting.com