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Aspects of residual thermal stress/strain in particle reinforced metal matrix composites

机译:颗粒增强金属基复合材料中残余热应力/应变的方面

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The influence of inclusion geometry and thermal residual stresses and strains on the mechanical behaviour of a 20 vol/100 Al_2O_3 particulate reinforced 606l-TO Al alloy metal matrix composite is investigated through finite element analysis. The introduction of residual thermal stresses/strains prior to external loading leads to a decrease of the proportional limit, 0.2/100 offset yield stress and the apparent stiffness. The residual stresses/strains are shown to have a greater effect on the composite behaviour under compressive loading than tensile loading. The residual stresses/strains have little effect on the cyclic behaviour of the composite. In only the second cycle, the difference between the cyclic curves, with and without a thermal history, was 2 MPa. Use of a cube shaped particle, with sharp corners and edges, in the unit cell model led to much greater initial hardening behaviour than spherical inclusions, and therefore a greater 0.2/100 offset yield stress due to stress/strain localisation at the particle corners and edges. This results in regions of constrained plasticity and high stress triaxiality in the matrix around the particle, producing improved load transfer in the composite. It is shown that inclusion aspect ratio, in the range of 0.5-2.0, has an impact on the yield stress. A minimum yield stress occurred at an aspect ratio of approximately 0.9 with significant increases on either side of this point. The influence of residual stress/strain had a similar effect throughout the aspect ratio range except tensile loading, following thermal treatment, on unit cells with inclusion aspect ratios greater than l.5 resulted in the highest yield stresses.
机译:通过有限元分析,研究了夹杂物几何形状,热残余应力和应变对20 vol / 100 Al_2O_3颗粒增强606l-TO Al合金金属基复合材料力学行为的影响。在外部加载之前引入残余热应力/应变会导致比例极限,0.2 / 100偏移屈服应力和表观刚度的降低。残余应力/应变显示出在压缩载荷下比拉伸载荷对复合材料行为的影响更大。残余应力/应变对复合材料的循环行为影响很小。仅在第二个循环中,有无热史的循环曲线之间的差为2 MPa。在晶胞模型中使用具有尖锐拐角和边缘的立方体形状的粒子比球形夹杂物会导致更大的初始硬化行为,因此由于在粒子拐角处的应力/应变局部化,会产生更大的0.2 / 100偏移屈服应力。边缘。这在颗粒周围的基质中导致受约束的可塑性和高应力三轴性区域,从而改善了复合材料的载荷传递。结果表明,夹杂物纵横比在0.5-2.0范围内对屈服应力有影响。最小屈服应力以大约0.9的长宽比出现,并且在该点的任一侧都显着增加。残余应力/应变的影响在整个长宽比范围内都具有相似的影响,除了热处理后的拉伸载荷外,对夹杂物长宽比大于1.5的晶胞产生最高的屈服应力。

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