The behaviour of porousmaterials in comminution processes differs substantially from that of non-porousmaterials. It is strongly affected by the type of porosity, which may be characterized by different void shapes and interconnection degrees. This paper discusses the comminution of porousmaterials having voids of compact shape (like spheres) and not interconnected. For such materials different behaviours can be expected for the two comminution ranges above and below the mean voids interspace. In fact, for the coarser sizes the mechanical behaviour of the material is that of the porousmaterial defined by its bulk mechanical properties; below the mean voids interspace down to very fine sizes the mechanical behaviour of the material is that of the non-porousmaterial constituting the matrix. Therefore, a transitional region should exist, with the result of bi- or trimodal size distributions for comminuted porousmaterials. To verify the above mentioned theory, tests were performed on two types of materials, artificial and natural: (a) perforated bricks with 20 mm voids; (b) natural pumice stone. The resulting size distributions differ in slope above and below the mean voids interspace, and the two parts of the distribution are connected by a transition curve. The results may be of interest in studying the comminution of different types of materials, particularly secondary materials and scraps.

Comminution of porous materials

BEVILACQUA, PAOLO;
1996-01-01

Abstract

The behaviour of porousmaterials in comminution processes differs substantially from that of non-porousmaterials. It is strongly affected by the type of porosity, which may be characterized by different void shapes and interconnection degrees. This paper discusses the comminution of porousmaterials having voids of compact shape (like spheres) and not interconnected. For such materials different behaviours can be expected for the two comminution ranges above and below the mean voids interspace. In fact, for the coarser sizes the mechanical behaviour of the material is that of the porousmaterial defined by its bulk mechanical properties; below the mean voids interspace down to very fine sizes the mechanical behaviour of the material is that of the non-porousmaterial constituting the matrix. Therefore, a transitional region should exist, with the result of bi- or trimodal size distributions for comminuted porousmaterials. To verify the above mentioned theory, tests were performed on two types of materials, artificial and natural: (a) perforated bricks with 20 mm voids; (b) natural pumice stone. The resulting size distributions differ in slope above and below the mean voids interspace, and the two parts of the distribution are connected by a transition curve. The results may be of interest in studying the comminution of different types of materials, particularly secondary materials and scraps.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11368/2562481
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