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应力轴

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The coarsening direction and final morphology vary with stress axis orientation, the γ′precipitates in [001] orientation coarsen as rod-like structure in the direction of [001] , and those in [110] orientation coarsen in the directions of [100] and [010] to form 〓-like structure, while those in [111] orientation do not exhibit any tendency of directional coarsening, growing isotropically only by capillary-driven style.

颗粒粗化方向及形态依赖于应力轴取向,[001]取向中的γ′颗粒沿[001]方向粗化成rod结构;[110]取向中的γ′颗粒沿[100]和[010]方向长大,形成'〓'结构;而[111]取向中的γ′颗粒没有表现出沿任何方向上的定向粗化趋势,只是以毛细驱动方式各相同性长大。

Through synthetical analysis of solutions of focal mechanism and the study of crustal deformation observation data, the recent stress field of hypocenters in Fujian and its coastal area has been obtained, which is considered to links up the stress field in Taiwan and Taiwan Strait, and the dominant direction of axis of principal compressive stress is NW-SE.

综合地震震源机制解和地壳形变观测资料的研究,求得福建及其沿海地区现代震源应力场,认为这与台湾地区、台湾海峡应力场相互衔接,主压应力轴优势方位为NW-SE向,力轴仰角较小,应力场近于水平挤压,形变场反映近期福建沿海亦受北两方向,接近与海岸垂直的挤压力。

Analysis of the strain field discovers that the principal compressive and the principal tensile strain rates in the epicenter area are -30.840×10-9/a and 13.956×10-9/a respectively before earthquake, and the principal compressive strain axis is in a direction of N105.4°E which is consistent with the average direction at N107.5°E of the principal compressive stress axis from focal mechanism result.

应变场分析发现,震前震中区的主压与主张应变率分别为-30.840×10-9/a与13.956×10-9/a,主压应变轴N105.4°E与震源机制解得到的主压应力轴的方向N103°E一致。

In general, the directions of principal compression strain rate are congruent with horizontal projection of principal compress axis derived from medium and large earthquakes.

主压应变率方向与中等以上地震的主压应力轴在水平方向的投影方向基本一致。

The dislocation configuration in a single crystal Ni base alloy with (100) plane parallel to stress axis during primary creep has been investigated by TEM.

利用TEM研究了单晶镍基合金平行于应力轴的(100)晶面拉伸蠕变初期的位错组态,表明:形变特征是位错在γ相八面体滑移系中运动。

The influences of principal stress axes rotation.on geotechnical engineering attract more and more attention.

应力轴旋转对岩土工程的影响日益受到人们的重视。

Secondly, the effects of the rotation of principal stress axes on plastic deformation is investigated and deformation patterns are obtained through calculation.

应用本文弹塑性模型,对主应力轴旋转所引起的塑性变形进行理论探讨,分析塑性变形的规律以指导工程实践。

The cell of foundation soil is taken notable impact on dynamic deformation and dynamic strength behavior under rotation of principal stress axes by cyclic wave load.

地基土单元体在波浪荷载的作用下将发生主应力轴连续旋转,这对土的强度和变形特性会产生显著的影响。

The observation shows that the tendency of dynamic modulus under coupling test with the effect of rotation of principal stress axes was similar with dynamic modulus under conventional dynamic test.

探讨了主应力轴连续旋转下,空心试样在微幅应变下的动力特性研究。

Taking one wheel moving load as an examples the stress state variation, principal stress axes rotation and the influence of load speed are analyzed.

以单个轮轴移动荷载为例;分析地基土单元的应力状态变化、主应力轴旋转以及荷载速度的影响。

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