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0 MPa, the stress mainly distributes in SiC networks. From Fig. 82 MPa, respectively. The stress distribution of SiC reinforcement has relatively different in different directions. Especially, the stress goes up tremendously in near the interface boundary, the max stress appears in the interfacial boundary of the Fe–20Cr and SiC, or edge or the joints of the SiC network. However, the stress distribution of SiC network in the center of the interface and in the Fe–20Cr matrix has symmetry; essentially the stress value is constant.
The perfect bonding between the two phases is assumed in the model. The Fe–20Cr behaves in an elastic perfectly-plastic manner, while SiC is modeled as an isotropic fully elastic solid. (a) (b) (c) (d) (e) SiC Fe-20Cr Fig. 0 MPa is analyzed. Simulated result of the stress under load 2 MPa is showed in Fig. 2. From Fig. 0 MPa, the stress mainly distributes in SiC networks. From Fig. 82 MPa, respectively. The stress distribution of SiC reinforcement has relatively different in different directions.
Algorithm Researchers including Federico , Duijvestijn , and Engel  have written about enumerating the polyhedra, convex and otherwise. ’ At the time of this writing, the authors have been unable to ﬁnd plots or Schlegel diagrams of the polyhedra, except in references to an unpublished work by Duijvestijn  and some work by Voytekhovsky on 14- and 15 and 16-hedra . A Monte Carlo method was devised to compute the topologies of the set of grains in each category of N -hedra. This section provides the details of the present algorithm.