1) beam with large deflections
大挠度弯曲直梁
2) large deflection
大挠度弯曲
1.
In this paper a new analytic solution to large deflection of stiffened plates is presented.
提出了一种加筋板大挠度弯曲的新解法 ,此方法将离散的梁与板结合起来建立一个统一的控制方程。
2.
In this paper, the modified method of multiple scales is applied to study the bending problems for circular thin plate with large deflection under the hinged and simply supported edge conditions.
本文应用修正多重尺度法研究圆板在铰链和简单支承条件下的大挠度弯曲·作出其级数解，分析其边界层效应和证明其渐近性
3) bending of thin plates with large deflections
大挠度弯曲薄板
1.
Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established and reciprocal theorems for bending of thin plates with large deflections are given by Fubaolian.
付宝连建立了直角坐标系,建立了有限变形非线性弹性力学的功的互等定理并给出了大挠度弯曲薄板的功的互等定理。
2.
Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established in this paper and reciprocal theorems for bending of thin plates with large deflections are given.
建立了直角坐标系有限变形非线性弹性力学的倒易定理并给出了大挠度弯曲薄板的倒易定理。
4) large deflection bending model
大挠度弯曲模型
1.
A large deflection bending model is developed for incompressible fluid saturated orthotropic poroelastic plates, and the corresponding basic governing equations are presented.
对于流体饱和不可压正交各向异性多孔弹性板,建立了大挠度弯曲模型,给出了相应的基本控制方程。
5) bending deflection
弯曲挠度
1.
On the basis of the mathematical elastic theory, the bending deflection expression of the complex Fourier Series is derived at first for the infinite plate with a unit circle.
应用弹性力学的复变函数理论,首先导出了圆孔无限大板弯曲挠度的复Fourier级数表达式,再把孔的边界条件进行复Fourier级数展开,用待定系数法确定级数的未知系数。
6) beam
[英][bi:m] [美][bim]
弯曲直梁
1.
Application of minimum principle of potential energy with mixed variable for large deflection beams to calculating deflection surface equation;
应用大挠度弯曲直梁混合变量的最小势能原理求解板条的挠曲面方程
补充资料：弯曲挠度
分子式：
CAS号：
性质：在弯曲试验过程中，试样跨度中心的顶面或底面偏离原始位置的距离。
CAS号：
性质：在弯曲试验过程中，试样跨度中心的顶面或底面偏离原始位置的距离。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条