1) 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。
2) constant-thickness cantilever slab
等厚悬臂板
3) 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。
4) cantilever plate with linearly varying depth
变高度悬臂板
5) cantilevered plate
悬臂板
1.
The placement rule of piezosensors and piezoactuators for cantilevered plate is given,and the piezoelectric control equation based on distributed piezoelectric actuators for cantilevered plate including bending and torsion modes is derived,and the control methods can be designed using this equation.
给出了悬臂板的压电敏感器和致动器的布置准则,并推导了悬臂板的(包括弯曲和扭转振动模态)基于分布式压电致动器的压电致动方程,可以根据该方程设计悬臂板压电主动振动抑制的控制器。
6) cantilever board
悬臂板
1.
Self-shaking and shaking control of pressing cantilever board;
压电悬臂板的自振及振动控制
2.
The paper adopts composites layer board model to analyse functionally gradient materials cantilever board.
本文采用复合材料层合板模型,对梯度功能材料悬臂板进行了分析。
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。
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