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1)  flexible rectangular plate
柔性矩形板
1.
Dynamic modeling on flexible rectangular plates system with large overall motion
有大范围运动的柔性矩形板系统动力学建模
2)  rectangular flexible blocks
矩形柔性块
1.
A curved surface flattening system for computer aided 3-dimensional coating of rectangular flexible blocks on ship hull is developed by improving the method of remaining quadrangular lattice area constant.
以船体外表面敷设矩形柔性块的三维仿真设计为背景,在四边形网格等面积曲面展开法的基础上进行了扩充,修正了该算法展开轴对角线上存在的不合理拉伸和压缩变形,在MDT平台上研制出一套曲面展开系统。
3)  Wedged-shape Flexible Approach Slab
楔形柔性搭板
1.
On the basis of analyzing and generalizing the jump at back of abutment in loess area, the treatment technique of the Wedged-shape Flexible Approach Slab was put forward in the paper.
本文在对黄土地区台背跳车病害特征与类型分析总结的基础上,提出了楔形柔性搭板处治技术。
4)  elastic rectangular thin plate
弹性矩形薄板
1.
Solute elastic rectangular thin plate by symplectic geometry method;
求解弹性矩形薄板问题的辛几何法
2.
The analytical solutions for an elastic rectangular thin plate with two adjacent boundaries clamped-supported and the others simplified-supported are derived by a symplectic geometry method.
利用辛几何的方法推导出了两邻边固支另两邻边简支弹性矩形薄板问题的理论解。
3.
In this paper,the analytical solutions for an elastic rectangular thin plate with opposite boundary completely clamped support and others free were derived by a Symplectic geometry method.
利用辛几何的方法推导出了两对边固支另两对边自由支承条件情况下,弹性矩形薄板问题的理论解。
5)  elastic thin rectangular plates
弹性矩形薄板
1.
Application of principle of minimum potential energy with mixed variables in stability of elastic thin rectangular plates with a free end;
应用混合变量最小势能原理求解有一个悬空角点弹性矩形薄板的稳定
2.
In this paper,the principle of minimum potential energy with mixed variables is extended to solve the stability of elastic thin rectangular plates with simple boundary conditions and the characteristic equation and the result are given by it.
将混合变量的最小势能原理推广到求解弹性矩形薄板的稳定问题中,求解了简单边界条件弹性矩形薄板的稳定问题,并给出了相应问题确定临界载荷的特征方程及计算结果,为工程中薄板的设计计算提供了有效的参考,尤其是对现代建筑和桥梁中的受压构件的稳定设计和计算提供了一个简捷有效的计算方法。
6)  hyperelastic rectangular plate
超弹性矩形板
1.
In the present paper, the finite deformation and stress analysis for a hyperelastic rectangular plate with a center void under a uniaxial extension is studied.
本文研究了含中心微孔的超弹性矩形板在单向拉伸时的有限变形和受力分析。
补充资料:柔性
1.柔顺之性。
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