1) 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。
2) 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。
3) 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。
4) stress distribution
应力扩散
1.
The hard shell course on soft clay foundation has such characters as stress distribution,back berm,lagging behind of settlement and closed action.
天然双层软土地基上的硬壳层具有应力扩散、反压护道、沉降滞后和封闭作用等特征。
5) stress diffusing
应力扩散
1.
Through studying the soil model of Winkler,it can be seen that this model not include the soil continuity and layered property,shearing stress in soil and stress diffusing.
通过对已有文克尔地基模型的研究得知,此模型不能完整的将土介质的连续性、分层特性、地基中的剪应力以及应力扩散等特性包含进去,提出了一种改进的文克尔地基模型,指出该模型考虑了土体受力的连续性,使基础和地基之间受力和变形更接近于实际状态,地基刚度的折算值也变得更加精确、合理。
2.
Soil model of Winkler and Soil model of elastic half-infinite system can not include the soil continuity and layered property,shearing stress in soil and stress diffusing.
在已有的线弹性地基模型中,文克尔地基模型和弹性半无限体等地基模型都不能将完整的将土介质的连续性、分层特性、地基中的剪应力以及应力扩散等特性包含进去。
6) stress diffusion angle
应力扩散角
1.
During the course of the design of the geosynthetic reinforcement layer,the confirmation of the stress diffusion angle is very important,but no good methods to calculate the stress diffusion angle.
首先提出一种基于附加应力反算的加筋垫层应力扩散角计算方法,然后应用该方法研究了加筋垫层应力扩散角的单因素影响规律。
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。
参考词条