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Reaction between Magnesia–Chrome Brick/Slag Interface by Electric Furnace Static Slag Corrosion Test

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Figure

Table 1Chemical composition of oxide powders used.
Fig. 3XRD patterns of the MgO-Cr2O3 brick and at 1923 K throughelectric furnace static corrosion test for various times: (a) before test, (b)2 h, (c) 6 h, and (d) 8 h.
Fig. 4The relationship of the MgO content and corrosion test temperatureand duration time in the MgO-Cr2O3 bricks.
Fig. 8SEM micrographs of the penetration layer of the MgO-Cr2O3 brickat 1823 K after electric furnace static slag corrosion test for 4 h: (a) MgO inpenetration layer and (b) enlarged view of the pore (by arrow) in Fig
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