1) Body structure deformation
车体结构变形
2) Structure of deformable body
变形体内部结构
3) carbody structure
车体结构
1.
Dynamic stress calculation method of locomotive and vehicle carbody structures;
机车车辆车体结构动应力计算方法
2.
The dynamic load histories of the carbody structure are evaluated by applying the SIMPACK multibody system analysis technique;the stress-influencing factors at dangerous nodes are calculated by utilizing the quasi-static stress/strain analysis technology in Software ANSYS;modal analysis is.
提出一种多体动力学仿真和有限元法相互结合进行结构疲劳寿命预测的方法,并以机车车体结构为例进行了疲劳寿命计算。
3.
By using I DEAS software,the strength,rigidity and modal calculation,analysis are made on the carbody structure of the driving trailer car exported to Sri Lanka developed by the Sifang Locomotives & Rolling Stock Works.
采用 I- DEAS软件 ,对四方机车车辆厂研制的出口斯里兰卡的驾驶拖车车体结构进行了强度、刚度及模态计算、分析。
4) body structure
车体结构
1.
The paper mainly describes body structure of SS 4B electric locomotive.
文章主要介绍了ＳＳ４Ｂ型电力机车车体结构。
5) car body structure
车体结构
1.
Modularization design of car body structure based on variant design ideas
基于变型设计思想的机车车体结构模块化设计
6) structural deformation
结构变形
1.
However,the stress sensitivity of reservoir rocks caused by structural deformation is quite strong,which can not only reduce the production rate of reservoir,.
储层岩石存在本体变形和结构变形2种变形方式。
2.
For the sake of researching the influence of structural deformation on large-scaled 6-dimensioned force sensor,the measurement error model of Stewart platform 6-dimensioned force sensor under the condition of considering the deformation of the whole structure was established by dint of posture solution based on spiral theory and affecting coefficients method.
为了研究结构变形对大型六维力传感器精度的影响,基于螺旋理论及影响系数方法,并借助位姿解建立了考虑结构整体变形条件下Stewart平台六维力传感器测量误差模型,推导出并联六维力传感器测量的I,II类误差表达式,分析了在不同外载下,六维力传感器Ⅰ,Ⅱ类误差,总结了结构变形和平台自重对传感器测量精度的影响规律,为具有普通球形铰链大型Stewart平台六维力传感器标定方案的选择和精度的改善提供了理论基础。
3.
It is to calculate the structural deformations of the different curve radiuses under the constant loading action by the parameter variation process.
采用结构有限元计算方法,以一座斜交弯梁桥为工程背景,利用大型通用软件ANSYS,建立斜交弯梁桥模型,采用参数变异法,计算在恒载作用下不同曲线半径的结构变形情况。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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