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1)  anisotropic initial stress
各向异性初始应力
1.
Elastoplastic analysis of cylindrical cavity expansion with anisotropic initial stress
各向异性初始应力状态下圆柱孔扩张理论弹塑性分析
2)  initially stress-induced anisotropy
初始应力各向异性
3)  initial anisotropy
初始各向异性
1.
In consideration of the fact that the Cam-Clay model is incapable of reflecting the deformation characteristics of initially anisotropic soil,and that the Ohta-Sekiguchi model can reflect the initial anisotropy of soil to some extent by adoption of a new stress ratio,the two models are modified by readjustment of the yielding locus and hardening axis in p-q plane.
指出剑桥模型不能反映具有初始各向异性的天然地基的变形特性;关口太田模型通过采用新的应力比,能从一定程度上反映初始各向异性。
2.
The model can well simulate the effect of initial anisotropy and induced anisotropy on the stress-strain response of normally consolidated and over consolidated clays.
基于临界状态理论和边界面本构理论,通过引入各向异性张量建立各向异性的边界面和硬化法则,提出了一个可考虑初始各向异性和诱发各向异性对黏土应力应变行为影响的本构模型。
4)  stress anisotropy
应力各向异性
1.
Study on stress anisotropy in a ferromagnetic and antiferromagnetic bilayer films;
铁磁/反铁磁双层薄膜中应力各向异性研究
2.
The effect of exchange anisotropy and stress anisotropy on properties of a ferromagnetic and antiferromagnetic bilayer films are investigated by ferromagnetic resonance method.
采用铁磁共振方法,研究了交换各向异性和应力各向异性对铁磁/反铁磁双层薄膜性质的影响。
5)  stress-induced anisotropy
应力各向异性
1.
The comparison of the matrixes of flexibility of the two models based on the results from the true triaxial tests shows that Ohta-Sekiguchi model can reflect initial K_0 consolidation to some extent by adjusting yield locus,but neither of the two models can reflect the stress-induced anisotropy of soil mass in the complicated stress .
结果表明,这2种模型均不能合理地反映复杂应力状态下的土体应力各向异性。
2.
Study on the stress-induced anisotropy is very important in terms of theoretical analysis and practical engineeri.
如何正确的在土体本构关系的研究中模拟、反映这种应力各向异性的影响,尝试突破现有传统理论中各向同性假设所带来的实践和理论上的限制,建立能够反映这种特性的土体本构模型,对于土体本构关系的研究具有重要的理论意义,同时对于解决工程实际问题提供新的思路和解决途径,对岩土工程实践有相当的实际意义。
6)  anisotropic strain
各向异性应力
1.
The anti-ferromagnetic state in the films was induced by anisotropic strain.
各向异性应力是导致薄膜中出现反铁磁有序态的决定性因素,探索了反铁磁有序薄膜中存在的厚度效应以及薄膜的畴结构随着膜厚的演化过程,同时也分析和讨论了改变掺杂浓度对反铁磁有序薄膜体系物理性能的影响。
补充资料:各向异性
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性质:晶体内部微粒具有规则的晶格结构,故其物理性质随方向而不同,表现出各向异性的特点。如石墨层平行方向上电导率比垂直方向大一万倍,故不同方向导电性不同。

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