1) rectangular cantilever thick plate
矩形悬臂厚板
1.
In this paper,the flexuous function w(x,y)and stress function Ψ(x,y)are selected,which consist of the trigonometrical series and polynomial expression,and the linear algebraic equa-tions are obtained solvable for rectangular cantilever thick plates under uniform surface-load.
选取由三角级数和多项式组成的挠度函数 w(x,y)和应力函数ψ(x,y),得到求解在均布荷载作用下,矩形悬臂厚板的线性代数方程组。
2.
A theoretic solution for rectangular cantilever thick plate is derived by symplectic geometry method.
首先把胡海昌提出的弹性厚板弯曲问题的简化方程表示成为Hamilton正则方程,然后利用辛几何方法对全状态相变量进行分离变量,求出其本征值后,再按本征函数展开的方法求出矩形悬臂厚板的解析解。
2) rectangular cantilever plate
矩形悬臂板
1.
The bending Of a rectangular cantilever plate is a very complicated problem in the theory of Kirchhoff plate.
矩形悬臂板弯曲问题是Ｋｉｒｃｈｈｏｆｆ板理论中的难题。
2.
The analytical solution for bending of orthotropic rectangular cantilever plates is investigated by use of Stockes transformation of double variable function.
本文利用双变量函数Ｓｔｏｃｋｅｓ变换研究正交各向异性矩形悬臂板的解析解。
3) cantilever rectangular plate
悬臂矩形板
1.
This paper emphasis to diacuss non-symmetric bending of cantilever rectangular plate support concentrated force on arbitrary point.
利用叠加原理及广义简支边的概念，着重讨论了悬臂矩形板在任意一点承受集中力作用的不对称弯曲。
2.
Taking the polynomial and trigonometric function as flexural funciton,the paper analyses the problem of the bending of orthotropic cantilever rectangular plate according to Rayleigh-Ritz method of the theory elasticity.
构造多项式和三角函数的混合形式作为挠度试函数 ,用Rayleigh -Ritz法求解了正交异性悬臂矩形板的弯曲问题。
3.
Finally,this proposed method is applied to designing the optimal locations for measuring the asymmetric bending deformation of a cantilever rectangular plate.
应用该方法对悬臂矩形板弯曲变形实测进行了测点优化布置,组合优化数值结果验证了该方法的可行性和有效性。
4) rectangular thin cantilever plate
矩形悬臂薄板
1.
Fourier analysis of bending of orthogonal anisotropic rectangular thin cantilever plate
正交各向异性矩形悬臂薄板弯曲的傅立叶分析
5) constant-thickness cantilever slab
等厚悬臂板
6) variable-thickness cantilever slab
变厚悬臂板
1.
Through ANSYS calculation, this article pointed out that the variable-thickness cantilever slab is not suitable for normalized form, and suggested adopting the FEM based on shell element model to analyze and calculate.
本文通过通用有限元软件ANSYS计算,指出变厚悬臂板不宜再采用规范公式,推荐设计采用基于壳单元模型的有限元方法进行计算与分析。
补充资料：3300mm中厚板轧机(上海第三钢铁厂)
3300mm中厚板轧机(上海第三钢铁厂)
3300mm中厚板轧机(上海第三钢铁厂)
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