quasiisotropic laminate

用法例句

Elastic wave forward modeling with quasi-isotropic approximation in weakly anisotropic medium;

弱各向异性介质弹性波的准各向同性近似正演模拟

For an anisotropic or isotropic plate containing an elliptical hole, the hoop stress around the hole subject to arbitrarily concentrated forces or distributed forces on its surface is derived with a complex variable function method.

应用复变函数的方法，对于含有椭圆孔的各向异性板或各向同性板，导出了当椭圆孔周作用任意集中力或分布力时孔周周向应力的解析表达式；其特例与前人结果一致。

Based on the differential equation of the deformed surface of the orthotropic plate,one principal direction size is kept invariably,then another principal direction size is transformed linearly,maintains elasticity coefficient is kept the same as that of the first principal direction E=E_1,Poisson ratio μ=μ_1μ_2~(1/2),thus the original orthogonal plate can be equivalent to an isotropic plate.

通过分析得到了现浇混凝土空心板正交各向异性主刚度存在着D3=D1D2~(1/2)的关系;从正交各向异性板挠曲面的偏微分方程出发,保持一个主方向尺寸不变x1=x,将另一主方向的尺寸做线性缩放y1=k-14y,并保持弹性模量与第一主方向相同E=E1,泊松比μ=μ1μ2~(1/2),将原来的正交各向异性板等效为一块各向同性板,通过分析得到:各向同性板任意点的挠度就是原正交各向异性板对应点的挠度,各对应点内力存在简单的对应关系:Mx=Mx1、My=k1/2My1、Mxy=k1/4Mx1y1。

ANALYSIS METHOD OF A KIND OF ORTHOTROPIC PLATES BY EQUIVALENT ISOTROPIC PLATES

一种正交各向异性板的等效各向同性板计算法

ORTHOTROPIC CHARACTERS OF A CAST-IN-SITU CONCRETE HOLLOW PLATE AND THE CALCULATION METHOD OF AN EQUIVALENT ISOTROPIC PLATE

现浇混凝土空心板的正交各向异性和等效各向同性板计算方法

isotropy and anisotropy

各向同性和各向异性

The Bending Problems of Circular Plate on Transversal Isotropic Elastic Half-space

横观各向同性弹性半空间地基上圆板的弯曲

Non classical stability of a transversely isotropic rectangular plate;

横观各向同性矩形板的非经典稳定问题

The Exact Solution to Bending of Transversely Isotropic Functionally Graded Circular Plate

横观各向同性功能梯度圆板弯曲问题的精确解

Axisymmetric Problems of Functionally Graded Circular and Annular Plates with Transverse Isotropy;

横观各向同性功能梯度圆板和环板的轴对称问题

isotropic antenna

各向同性天线, 全向天线

elasticity of isotropic body

各向同性体弹性力学

tical anisotropy

光学的各向异性;光学各向同性;光学异向性

isotropic gain of antenna

天线的各向同性增益

isotropic plasma slab

各向同性等离子体层

Since the isotropy of such laminates holds only for the elastic properties, but not for the strength behavior, their strength largely depends on the stacking structure.

在板内发生损伤之后，其各向同性性质不再保留，最终强度将依赖于加载方向以及叠层顺序。

isotropic elastic beam

各向同性弹性梁，同质弹性梁

orthotropic stiffened composite plate

正交各向异性加强合成板

Response of Perpendicular Heterogeneous Slab under the Action of Couple;

正交各向异性板受力偶作用时的响应

Anisotropic Properties of Sandstone and Slate at Lianghekou Hydropower Station

两河口水电站砂、板岩各向异性的研究

Study on In-Plane Anisotropy of 2524 Aluminum Alloy Sheet

2524铝合金薄板平面各向异性研究