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Sintering and Mechanical Properties of Fly-ash/NiCr Compacts Prepared by Spark Plasma Sintering

机译:放电等离子烧结制备粉煤灰/ NiCr压块的力学性能

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Fly-ash/NiCr-alloy functionally graded materials (FGMs) plates were prepared by spark plasma sintering (SPS); the plates were 100 mm in diameter and layer thicknesses of 0.6 mm and 1 mm. The plates consisted of stacked layers; the layers had volume ratio compositions of fly-ash/NiCr = (100/0 (A), 60/40 (B), 40/60 (C), 60/40 (B), 100/0 (A)). Two sorts of FGMs specimens with three layers prepared by machined from the FGMs plates with A/B/C/B/A five layers were investigated using a three-point flexural test. One sort of specimens had the normal stacking structure A/B/C, and the other had the reverse structure C/B/A, for the loading nose. After investigating the strengths of these two stacking structures, the fracture origins were observed at the surface of the extending C layer of the A/B/C structures, and of the A layer surface of the C/B/A structures. The deformation mechanism, average strength, and Weibull modulus were ductile, 12.0MPa, and 5.5, respectively, for the normal A/B/C structure, and brittle, 46.7 MPa, and 13.1, respectively, for the C/B/A reverse structure. The different strengths of the two structures were explained on the basis of the strength of the extending surface layer, A or C, and the residual stress caused by the difference in thermal expansion coefficients of the stacking layers in the two structures. It was concluded that the fracture strengths of stacked FGMs materials were dominated by the stress field between the constituent layers and by the loading direction.
机译:粉煤灰/ NiCr合金功能梯度材料(FGM)板是通过火花等离子体烧结(SPS)制备的;板的直径为100mm,层厚度为0.6mm和1mm。这些板由堆叠的层组成;这些层具有粉煤灰/ NiCr =(100/0(A),60/40(B),40/60(C),60/40(B),100/0(A))的体积比组成。使用三点弯曲试验研究了由具有五层A / B / C / B / A的FGM板加工而成的两类三层FGM样品。一种类型的标本具有正常的堆叠结构A / B / C,而另一种具有相反的C / B / A结构(用于装载鼻)。在研究了这两个堆叠结构的强度之后,在A / B / C结构的延伸的C层的表面以及C / B / A结构的A层的表面观察到了断裂起点。正常A / B / C结构的变形机理,平均强度和威布尔模量分别为延性,12.0MPa和5.5,而C / B / A反向结构的脆性分别为易碎,46.7 MPa和13.1。结构体。基于延伸的表面层A或C的强度以及由两种结构中的堆叠层的热膨胀系数的差异引起的残余应力,来说明两种结构的不同强度。结论是,堆叠的FGMs材料的断裂强度受组成层之间的应力场和加载方向的支配。

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