traverse rail

与traverse rail相关的网络例句 [注：此内容来源于网络，仅供参考]

In the analysis, firstly, the flux boundary condition is used to simulate the frictional heat resource between wheel and rail. The non-steady heat transfer between the contacting surfaces of the wheel/rail, heat-convection and radiation between the wheel/rail and the ambient were all taken into consideration. Therefore, a heat coupling model of the wheel/rail in rolling/sliding is put forward to calculate the frictional temperature rise in the wheel and rail. Secondly, after the temperature distribution of wheel/rail, due to friction, is calculated, substitute the thermal load with equivalent fictitious body force and boundary distributed force loaded on the nodes of the corresponding elements. The wheel-load is applied to the center of the wheel.

首先，用热流边界条件模拟轮轨接触界面的摩擦热源，考虑轮轨间的非稳态热传导、轮轨自由表面与环境的热对流、热辐射的影响，建立轮轨滚动接触热耦合有限元计算模型，分析计算轮轨滚、滑工况下的摩擦温升；其次，以求得的轮轨温度场结果作为求解轮轨应力场的已知条件，轮载以集中力形式直接加载于轮心处，将摩擦温升引起的热载荷等效为假想体力和热边界面力，施加于相应的单元节点上，建立了轮轨热—机械载荷耦合作用的热弹性平面应力模型，分析热—机械载荷作用下的轮轨应力场。

In addition, total wheel/rail contact calculation with divided rail outline method are raised. Under the condition of considering the displacement, bouncing, yaw, roll of wheelsets and displacement, bouncing, roll of rails, minimum gap between rail and wheel were calculated by the trochoid method and divided rail outline method, we can easily judge totally real contact states of the wheel/rail such as normal one-point contact, nonnormal one-point contact, two-point contact and wheel complete lift. Wheel/rail normal forces in the two contact point are respectively calculated by nonlinear Hertz contact theory, and then, result of simulation more close to reality on actual track.

另外，提出了轨廓分区法全面计算轮轨接触状态法，在考虑轮对的横移、浮沉、摇头、侧滚和左右钢轨的横移、浮沉、侧滚的条件下，可全面地分别计算左右侧轨顶和轨侧区域与车轮的最小轮轨间隙量，以此来判断轮轨的真实接触状态：正常的一点接触、非正常的一点接触、两点接触和车轮完全悬浮，并根据非线性赫兹接触理论分别求得两接触点处的轮轨法向力，从而使仿真结果更接近于车辆在实际线路上的运行状态。

Through calculating the longest suppositional traverse model, when using grade E GPS to lay the near shaft point and electronic tacheometer (SET22D) to lay 7′′traverse under the shaft, the following results can be drawn: under the same or similar conditions, this design can meet the need of the 8300m longest mine holing through survey distance (the underground traverse is not more than 4300m), or the need of the long tunnels such as 1300m roads and railways.

通过笔者创建的可估算允许最大长度的虚拟导线模型进行推算，当采用E级GPS网测设近井点、全站仪(SET22D)测设井下7′′导线的情况下，得出了在类似测量条件下可满足8300m最长矿井贯通测量路线总距离(其中井下导线长度不超过4300m)、或1300m公路、铁路等长隧道贯通要求的结论。

与traverse rail相关的网络解释 [注：此内容来源于网络，仅供参考]

traverse of ring rail：钢领板往复运动

traverse motion 横动导纱器 | traverse of ring rail 钢领板往复运动 | traverse of thread guide 往复动程导纱器