ABOUT THE CALCULATION OF INTERNAL STRESSES FROM MESODEFECTS ACCUMULATING AT THE BOUNDARIES DURING PLASTIC DEFORMATION OF SOLIDS

S. Kirikov, V. Perevezentsev
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引用次数: 2

Abstract

A new method of calculation of elastic stress fields from internal interfaces (intergranular and interphase boundaries) of plastically deformed polycrystals is proposed. As elementary sources of stress fields, rectangular boundary segments containing uniformly distributed segments of dislocation families accumulating on these segments during plastic deformation are considered. It is shown that the elastic stresses field from a segment with arbitrary geometry of plastic flow and segment orientation can be represented as a superposition of fields from four families of continually distributed dislocation segments with tangential and normal components of the Burgers vector. Analytical expressions for the elastic stress tensor components from each of the four families are obtained. In the limiting case, when the length of dislocation segments tends to infinity, the resulting expressions for the components of the elastic stress field transform known expressions for rotational and shear mesodefects. If dislocation segments have a normal burgers vector, then the stress field is equivalent to the stress field from the biaxial dipole of wedge disclinations. In the case of tangential components of the burgers vector, the field is equivalent to the stress field of the planar mesodefect. As an example of the method application, the calculation of internal stress fields in the plastically deformed crystal containing uniformly distributed cubic particles of the second phase is given. It is shown that the intensity of internal stresses at a given value of strain increases with increasing volume fraction of particles. It is found that for a given volume fraction of the second phase, the internal stresses does not depend on their size.
关于固体塑性变形过程中边界处累积的细观缺陷内应力的计算
提出了一种计算塑性变形多晶内部界面(晶间和相间界面)弹性应力场的新方法。作为应力场的基本源,塑性变形过程中在矩形边界段上聚集了均匀分布的位错族段。结果表明,具有任意塑性流动几何形状和方向的段的弹性应力场可以表示为连续分布的四族位错段的场的叠加,这些位错段具有Burgers矢量的切向分量和法向分量。得到了四族弹性应力张量分量的解析表达式。在极限情况下,当位错段的长度趋于无穷大时,得到的弹性应力场分量表达式转化为已知的旋转和剪切细观缺陷表达式。如果位错段具有法向burgers矢量,则应力场等效于楔形位错双轴偶极子的应力场。在汉堡矢量的切向分量的情况下,场等效于平面中缺陷的应力场。作为该方法应用的一个实例,给出了含均匀分布的立方粒子的塑性变形晶体的内部应力场计算。结果表明,在一定应变值下,内应力强度随颗粒体积分数的增加而增大。研究发现,对于第二相的一定体积分数,内应力不依赖于它们的大小。
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