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antiplane相关的网络例句

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与 antiplane 相关的网络例句 [注:此内容来源于网络,仅供参考]

Based on the basic elastic equations and series expansion, the paper presents the general solution of antiplane interface end.

利用位移函数的级数展开,对任意角度的反平面问题界面端的应力场进行了分析研究,得到了全场解。

As for antiplane response of triangular hill or structure, increasing the height of hill can be regarded as the increase of wave number η.

坝体结构的存在将改变自由场的地震特性,坝体材料的不同将导致地表位移的变化。

In this paper,on the basis of the exact solutions for the antiplane and plane symmetric cases,the exact solution of the plane anti-symmetric case has been obtained.

在反平面及平面对称情形的精确解的基础上严格地求出了平面界面横向裂纹反对称问题的精确解。

Composite materials with doubly periodic rigid line inclusions under antiplane shear in an infinite medium are discussed.

利用微结构的周期性和平均应力/应变定理得到了复合材料有效反平面剪切模量的精确公式。

By using of complex variable and integral equation methods, the antiplane multiple elliptical holes and multiple cracks problem of infinite region was considered in the paper.

在覆盖域的概念基础上,建立了椭圆孔边受单位集中力的反平面剪切问题的基本解,解决了无限域中含任意个椭圆孔和裂纹的反平面问题。

Antiplane problem ; interface end ; singularity index ; stress intensity factor.

反平面问题;界面端;奇异指数;应力强度因子

Doubly periodic piezoelectric inclusions in an infinite piezoelectric medium under antiplane shear is dealt with.

研究无限压电介质中双周期圆柱形压电夹杂的反平面问题。

The problem of a Griffith crack in an unbounded orthotropic functionally graded material subjected to antiplane shear impact was studied.

研究了无限大正交各向异性功能梯度材料Griffith裂纹受反平面剪切冲击作用的问题。

By using of complex variable and integral equation methods, the antiplane multiple elliptical holes and multiple cracks problem of infinite region was considered.

摘 要:运用复变函数及积分方程方法,求解了无限域中的多椭圆孔多裂纹反平面问题。

Analyses Ⅲ crack creep fracture under the influence of the initial co_linear array of microcracks antiplane using macrocrack_microcrack inteaction model and the theory of stress intensity factors for creep fracture,and presents the relation between the concrete antiplane Ⅲ crack stress intensity factors for creep fracture and the initial stress intensity factors was obtained.

依据宏观裂纹—微裂纹相互作用模型和蠕变断裂应力强度因子理论,对具有初始等距共线微裂纹列影响的反平面Ⅲ型裂纹体的蠕变断裂问题进行了分析。

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