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1)  stress-induced diffusion
应力诱导扩散
2)  induced stress
诱导应力
1.
Calculating injection/production pore pressure-induced stress around re-fracturing wells with the preparation of FEM,three-dimensional distribution of induced stress is given through 3Dsurfer software.
通过编制有限元程序计算重复压裂井周围注/采生产地层孔隙压力诱导应力,并结合3Dsurfer软件给出诱导应力三维分布。
2.
The induced stress of initial damage zone results in the redistribution of surrounding rock stress when the micro-crack closes after hydraulic fracture.
水力压裂后,当微裂缝闭合时初始损伤带的诱导应力导致围岩应力重新分布。
3.
Quantitative analysis and simulation are also done for this induced stress field.
定量描述垂直裂缝井重复压裂前各种因素产生的诱导应力场分布状况计算模型的研究还不完整,为此系统地研究了引起垂直裂缝井重复压裂前原地应力场变化的主要因素,建立了重复压裂时的总应力场计算模型;综合应用渗流力学、岩石力学和热力学理论,建立了热—流—固三场耦合应力场计算模型。
3)  stress riser
应力诱导
4)  diffusion-induced stress
扩散应力
1.
Since the successive layers have facing surfaces with mated topography, it is considered that the seperating of the layer from the reaction front should relate to the diffusion-induced stresses developing within the separating of the layer during solid state reactions.
由于层片间存在相互吻 合的形貌特征,因此该结构的形成被认为与固态反应过程中产生的扩散应力有关。
2.
Considered that little has been known in a detailed way of the mechanisms of diffusion-induced stresses, the relationship of atomic diffusion and stresses in solids will be elucidated and the concepts of creep-induced diffusion and diffusion-induced stresses are clarified in this paper.
固体中原子的互扩散行为导致的扩散应力不仅可以引起材料的宏观变形,而且可能在材料内部形成特殊的微观组织。
5)  stress diffusion
应力扩散
1.
Rational formula of border column punching is also suggested in consideration of the stress diffusion.
在考虑应力扩散的影响对抗剪有效作用下,提出了预应力筏板基础边柱合理的抗冲切承载力计算公式。
6)  stress dispersion
应力扩散
1.
Critical edge pressure of soft clay foundation considering closure effect and stress dispersion of crust;
考虑封闭作用和应力扩散的软土地基临塑荷载
2.
Theory of composite foundation considering stress dispersion and its application in engineering
考虑桩土应力扩散的复合地基理论与应用
3.
Investigation of the influences of various geometric parameters on the stress distribution showed that the most important factors influencing the stress dispersion are the web thickness and the inertia moment of the rail,while the inertia moment of the top flange has only minor influence.
通过参数分析发现,影响承压应力扩散的主要因素为腹板的厚度和轨道惯性矩,翼缘的惯性矩也有一定的影响,吊车梁的跨度、高度以及支座条件对其影响很小。
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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