1) longitudinal and lateral directional finite strip elements
纵横向有限条带单元
1.
Floating slab track was taken as elastic thin plate and was discreted by longitudinal and lateral directional finite strip elements.
在模型中,钢轨模拟为连续弹性支承的Euler梁;浮置板视为弹性薄板,用有限元法中的纵横向有限条带单元进行离散;钢轨扣件及橡胶支座模拟为线性弹簧和阻尼。
2) finite strip in length and breadth
纵横向有限条带
3) lateral finite strip and slab segment element
横向有限条与板段单元
1.
According to the structural characteristics of Bgle slab track,a new model of lateral finite strip and slab segment element was put forward,and the vertical vibration responses of high-speed train and Bgle slab track system were analyzed.
研究了博格板式轨道结构特点,提出了横向有限条与板段单元高速列车与轨道系统竖向振动分析模型,分析了此系统竖向振动特性。
4) transverse finite strip
横向有限条带
1.
A plate-truss deck section finite element method is proposed in which the spatial local displacements are formulated using transverse finite strips.
本文考虑了板桁组合结构桥面板的局部屈曲，剪力滞后和板桁梁段截面畸变、翘曲、扭转与剪切变形的影响，利用横向有限条带法构造了桥面板板段的局部空间变位模式，提出了板桁梁段有限元法。
5) strip in length and breadth
纵横向条带
1.
A displacment field of rectangular plate elment is constructed by using unit width strip in length and breadth.
用单位宽纵横向条带法构造了矩形板弯曲单元的位移模式 ,并假定横向剪切应变在单元内线性变化 ,由此推导出了一个具有 2 0个自由度的矩形板弯曲单元的计算列式 ,此方法满足了单元边界 C1连续条件 ,克服了“剪切自锁”,可用于大型板系结构的计算 。
6) curve strip in length and breadth
纵横向曲条条带
1.
A space displacement model of flat shell element is constructed by using unit width curve strip in length and breadth.
用单位纵横向曲条条带法构造了扁壳单元的空间位移模式，依据拖带坐标描述法和S-R分解定理，导出了扁壳结构几何非线性分析的有限单元U。
补充资料：纵横
①交错：电线纵横密布。②奔放，驰骋，无阻碍无拘束：笔意纵横｜铁骑纵横。③合纵连横，战国时期策士游说诸侯的政治主张：纵横计不就。
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