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torque force相关的网络例句

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

Once torque set is achieved, even if more force is applied, the tool ratchets and does not add additional torque.

一旦达到规定的扭矩,即使是采用更有效的工具棘轮,不增加额外的扭矩。

It is shown that the friction force and bulkhead thrust are the main factors of shield thrust setting, while the friction between the cutterhead and soil is the main factors of cutterhead torque setting. Friction force between shield and soil would make front soil of shield upheave, and subsidence of surface soil is induced by ground loss when the friction force between the cutterhead and soil results in the surface settlement asymmetrical distribution.

通过计算发现,盾构施工中盾壳摩擦和正面推力是盾构推力设置的主要因素,而刀盘与土体摩擦是刀盘扭矩设置的主要因素,盾构前方土体隆起主要由盾壳摩擦引起,刀盘摩擦作用主要引起地表沉降的非对称分布,地表沉降主要由盾尾空隙产生。

The results of lattice beam internal force calculated method based on double parameter groundsill model are more approach the experiment measured values because of consideration of the pass of shearing force in soil, and its calculated workloads are similar with the method of winkler elastic foundation. Besides, the thesis also discusses the moment of torque affected results on node stress situation and the correction of stress value at the bottom of cross node of lattice beam. Due to the repeat calculation of node area during internal force calculation, the stress value of the bottom of beam is lower, this may lead the calculated value unsafe, but the corrected stress value will more approach to practical situation.

对格构梁的内力计算提出基于双参数地基模型的格构梁内力计算方法,其计算结果表明,双参数地基模型上的格构梁内力由于考虑土中剪力的传递更加接近于试验实测值,其计算工作量与winkler弹性地基梁法相当,此外,文中还探讨了扭矩作用对格构梁节点受力情况的影响结果以及格构梁交叉节点底部的应力值的修正,由于内力计算过程中节点处的面积被重复计算,使得梁底应力偏小,可能导致计算结果的偏于不安全,修正后的应力值更接近于实际情况。

The quadriceps force, tibiofemoral compressive force, tibiofemoral shear force and rotational torque were applied to intact and ACL sectioned knee specimen respectively.

然而,以往在尸体上进行的解剖学或生物力学的实验研究多未考虑对标本施加生理性负载,由此得出的结论与实际差距较大。

On the safe side, we should use active soil pressure and passive soil pressure to calculate the support strength before T increased. That is RA=EA-EP Among them: RA ………… holding strength EA ………… composite force of active soil pressure EP ………… composite force of passive soil pressure Immediately, flexural torque distribution of enclosure wall can be counted. Mmax is the location of shear force zero. Equivalence beam method abridges. No matter which kind of supporting structure form, the key problem lies in the establishment depth of catch point, severity of support and enclosure wall, penetration depth and pit bottom quality of soil property.

单道锚杆支护结构计算分别采用静力平衡法及等值梁法,根据试算法插入深度t值需先进行假定墙的插入深度确定后来计算支撑力,为了安全起见,可按插入深度增大前的主动与被动土压力合力计算支撑力即 RA=EA-EP 式中:RA …………支撑力 EA …………主动土压力合力 EP …………被动土压力合力随之可求围护墙的弯矩分布,Mmax为剪力为零点的位置,等值梁法的计算略述。

The feed motion is projected into each feed axis, and based on its mechanical model(motor driving torque/force, Inertial force and cutting force), the constraint relationship between feedrate, feed acceleration, and feed drive capabilities and toolpath geometric characteristics is derived. With this constraint model, the acceleration and deceleration of each axis can be limited within its capability.

将进给运动分解到各运动轴,根据机床进给轴的力学(电机驱动力/力矩、进给系统所受的惯性力及切削力)模型,推导了多轴联动加工时进给速度、加速度与各进给轴驱动能力以及加工路径几何特性之间的约束关系,使得加工过程中机床各运动轴的加减速始终处于其加工能力范围内。

Especially the stainless steel rivet nuts, we take the lead in using cold forged technique, not only save materials,good looking but also loading force, shearing force and torque force all reach international standard.

就不锈钢铆螺母而言,我们已率先采用冷墩一次成型技术,不仅节约材料,外观精美,而且载荷力,剪切力,以及扭力均达到国际标准。

About the stainless steel blind rivet nuts we use cold forged technique, not only save materials but also definition better than turning ,tension force, shearing force or torque force all reaches international standard.

就不锈钢铆螺母而言,我们已率先采用冷墩一次成型技术,它的优点是外观精美,光洁度高,棱角成型到位,,而且拉力,剪切力,以及扭力均达到国际标准。

Driving force of wheel on soft lunar soil is much different with wheel on the ground of the earth.Wheel sinks and slides easily on lunar soil.The driving force formula of wheel based on Bekker formula is much complex,for forecasting driving force,curve fitting based on least squares method was introduced to simplify formula driving force.The driving force can be calculated through measuring wheel sinkage and slide.

基于Bekker轮-地力学理论的车轮驱动力计算公式复杂,不适合直接计算,为实现车轮驱动力预测,为车轮驱动力优化提供计算基础,本文采用基于最小二乘法的数据拟合方法对车轮驱动力进行数值拟合计算,为实时的车轮驱动力预测提供可行的方法,从而实现对车轮驱动力的优化。

In this paper, a "rigid bar relative movement model" was established to illustrate the traces of the helices in wire ropes. The angular speed of a moving particle of the model was relatives to curvature tensor to derive the curvature components and torsion of helices in multi-layer wire ropes. According to long and thin rod theory of Love and Yen-Chen's theoretical model considered the contact force and frictional force, the force-deformation or force-strain relative of wire in curved wire ropes subjected axial force is derived from the curvature components and curvature increment.

本研究改以刚杆相对运动模型,直接描述钢索中钢绞线轨迹,并且透过角速度类比曲率张量之概念,推导圆弧型多层钢索内部之钢铰线之曲率分量与扭率;之后再依据Love的细长杆理论,辅以Yen-Chen在考虑接触力及摩擦力下所修正之理论模型,以曲率及曲率增量来探讨圆弧型钢索受静态荷重作用下,钢绞线之受力与变形或应变关系。

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