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1)  anisotropic initial fuzzy-stochastic damage
各向异性初始模糊随机损伤
1.
Accordingly,under plane strain state,anisotropic initial fuzzy-stochastic damage field submitting to β-probabilistic distribution was deduced on the basis of triple typical fuzzy damage distribution models,namely,half depressed distribution,swing distribution,and combined swing distribution.
提出了非线性损伤发展所依据的初始应力场;基于三种典型模糊损伤分布:降半分布、秋千分布、组合秋千分布,提出了平面应变下服从随机β分布的各向异性初始模糊随机损伤场,并基于初始模糊随机损伤有效张量给出粘-弹-塑性初始损伤应力场的模糊随机数值模型。
2)  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。
3)  anisotropic damage model
各向异性损伤模型
1.
Then in order to analyze the evolution of permeability in the process of rock failure, anisotropic damage model is introduced to perform the mechanical analysis, and the coupling analysis method using statistical penetration meso-model and anisotropic damage model is also discussed.
为了利用细观统计渗流模型对岩石损伤破坏过程中的渗透性演化进行分析,引入了各向异性损伤模型,用以对岩石的细观损伤和裂纹的扩展过程进行力学分析,并讨论了细观统计渗流模型与各向异性损伤模型的联合分析方法。
4)  anisotropic damage
各向异性损伤
1.
Unified elastic-plastic damage model considering anisotropic damage
考虑各向异性损伤的统一弹塑性损伤模型
2.
On the basis of the anisotropic damage theory and piezoelectric theory, the nonlinear governing equations for piezoelectric moderately thick laminated plates with damage subjected to a parametric excitation are derived through applying the energy principle and Lagrange equation.
基于各向异性损伤理论和压电理论,采用能量法和Lagrange方程,建立了具损伤压电智能层合中厚板在参数激励下的非线性运动控制方程,应用增量谐波平衡法,求解了具损伤压电智能层合中厚板的非线性动力稳定性问题。
3.
Under the framework of incremental anisotropic damage theory, this paper addresses the study of construction of the effect damage tensor and the effective stress equation using second-order symmetrical damage tensor.
考虑到目前各向异性损伤理论存在一些不足 ,该文在增量型各向异性损伤理论的框架下 ,引入二阶对称张量 ,构造四阶对称有效损伤张量 ,建立了有效应力方程 。
5)  damage anistropy
损伤各向异性
6)  non-linear fuzzy-stochastic damage field
非线性模糊随机损伤
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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