- 更多网络例句与极限摩擦相关的网络例句 [注：此内容来源于网络，仅供参考]
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Available test results and calculations include tear, static and dynamic coefficient of friction, average peel/tear, load displacement at first peak, energy at first peak, energy between limits, peel length and more.
提供的试验结果及计算包括：撕裂、动态和静态摩擦系数、剥离/撕裂平均值、第一个峰值处的载荷和位移、第一个峰值处的能量、极限之间的能量、剥离长度等。
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It is a problem of the objects intrinsical nonlinear. For eliminating the stick-slip motion, we must start from the nonlinear field. According to the cause of stick-slip motion, a method of compensating the negative stiffness is proposed.
爬行是极限环形式的振荡，具有不稳定非线性系统的特点，消除爬行必须从非线性领域出发，根据对爬行原因的分析，提出了补偿干摩擦的负刚度的办法。
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With less coefficient of friction, high limiting speed, large size range and colorful combination of structure; they are suitable for tractorsm, motors, automobiles, motorcycles, and other common machinery, as a widely used type of bearings in machinery industry.
该类轴承摩擦系数小，极限转速高，尺寸范围与形势变化多样。可用于拖拉机、电机、汽车、摩托车及一般机械等，是机械工业中使用最为广泛的一类轴承。
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The action point of limiting force on retaining structure is not always at 1/3 of the height of retaining structures, but varies with the friction angle δ between soil and retaining structures, the type of limiting state, the failure mode, the internal friction angle φ, and cohesion c of the soil, ranging from 1/5 to 2/3 of the height of retaining structures.
3土体极限荷载P〓的作用点位置不象Coulomb理论中假定的那样，总是作用在墙高的1／3处，而是与土体极限状态的类型、土体的破坏形式、墙土之间的摩擦角δ、土体的内摩擦角φ和粘聚力c有关系，在挡土结构物高度的1／5到2／3的范围内取值。
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In the system of high precision and low speed, Because of the existence of the nonlinear friction, the static and dynamic performance of the servo system is very bad, such as stick slip, hunting, large error and so on, Because the traditional control of PID is hard to solve the nonlinear problem of the servo system, so this paper begins to introduce a new control method which is named adaptive fuzzy PID, It utilizes the rule of the fuzzy control to adjust the parameter of proportion, integral and differential on line, So this control method has some intelligence to improve the static and dynamic performance of the servo system.
在高精度、超低速伺服系统中，由于非线性摩擦环节的存在，使系统的动态及静态性能受到很大程度的影响，主要表现为低速时出现爬行现象，稳态时有较大的静差或出现极限环振荡；由于传统的PID 控制很难解决伺服系统中的非线性问题，因而不能适用于高精度、超低速伺服系统；本文通过引入模糊自适应整定PID控制，利用模糊规则在线调整比例、积分、微分环节，使系统具有一定的智能，从而非常明显的改善伺服系统的静态及动态性能。
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Strip limit minimum rollable gauge and minimum rollable gauge considering productivity are analyzed and derived using new rolling pressure model, work roll surface temperature rise formulae is derived on the basis of mill stand thermal balance. The affecting factors of work roll surface temperature and the influences on the choice of roll size are discussed.
本文从轧机结构设计、力能参数计算、强度设计计算等方面综合论述了辊系参数设计计算的基本理论，在理论上提出了采用考虑粘着摩擦的混合摩擦模型和考虑轧件的弹性变形计算冷轧薄板轧制压力的方法，推导并以冷轧机实测轧制压力验证了轧制压力新模型；应用新的轧制压力模型分析并推导了轧件极限最小可轧厚度和考虑生产率的最小可轧厚度公式；根据工作机座热量平衡原理推导了工作辊温升公式，分析了工作辊温度的影响因素，研究了工作辊温升对轧辊参数选择的影响。
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The sliding wedge, behind the retaining wall of not reaching the limit displacement, can be divided into numerous differential slices paralleling to the sliding plane. Then, with the force analysis of these differential slices and the relationship mentioned above, equations can be set up and the inclination of the sliding plane is also derived. Thereby, the calculation formula of the nonlimit active earth pressure is obtained.
对于未达到极限位移的挡土墙，结合已取得的位移与摩擦角之间的关系，采用与滑裂面相平行的微条对墙后滑动楔体进行划分，对微条进行受力分析，建立平衡方程，推导了滑裂面的倾角，从而得到非极限主动土压力计算公式。
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Based on the unloading stress-strain relationship obtained from the unloading stress path experiment reflecting the stress-strain characters of soil in the active area behind the wall, the relationship between the friction angle and wall movement is established under nonlimit state.
根据反映墙后主动区土体应力-应变性状的卸荷应力路径试验确定的应力-应变关系，建立非极限状态摩擦角与墙体位移的关系。
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The critical loess slopes along the highways were the inputted form of slopes and measured values of cohesions and internal friction angles were the reference values of random variants. Monte-Carlo method was used to choose samples and the formula of the Bishop simplified method was regarded as control equation. The reliabilities of the loess high slopes in three positions of Shaanxi Province were simulated. Failure probability and reliability index were obtained.
以极限状态坡作为输入坡型，将陕西黄土地区公路勘察中实测的粘聚力和内摩擦角作为主要随机变量参考值，采用Monte-Carlo法抽样，简化Bishop法公式作为控制方程，对陕西地区3个地段的黄土高边坡进行了可靠度模拟，获得黄土高边坡的失效概率与可靠指标。
- 更多网络解释与极限摩擦相关的网络解释 [注：此内容来源于网络，仅供参考]
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static friction：静摩擦
(9)静摩擦(static friction) 两物体在外力作用下产生微观预移位,即弹性变形及塑性变形等,但尚未发生相对运动时的摩擦. 在相对运动即将开始的瞬间的静摩擦,称为极限静摩擦或最大静摩擦,此时的摩擦系数称为静摩擦系数.
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limiting angle of friction：极限摩擦角
limiter限制器 | limiting angle of friction极限摩擦角 | limiting concentration极限浓度
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limiting angle of friction：摩擦限角
极限角 limiting angle | 摩擦限角 limiting angle of friction | 潜变极限(匍匐线)应力 limiting creep stress
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limiting angle of friction：摩擦极限角,摩擦限角
limiting angle 极限角 | limiting angle of friction 摩擦极限角,摩擦限角 | limiting angle of resolution 极限分辨角
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避雷针 limiting angle 极限角：lightning conductor
lightning 闪电 | lightning conductor 避雷针 limiting angle 极限角 | limiting friction 极限摩擦
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limiting friction：最大静摩擦
limiting case 极限情况 | limiting friction 最大静摩擦 | limiting position 极限位置
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limiting friction：极限摩擦
limiting angle 极限角 | limiting friction 极限摩擦 | line of action 作用线
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limiting friction：極限摩擦力,靜摩擦限界
极限摩擦力 limiting friction | 极限摩擦力,静摩擦限界 limiting friction | 直线 line
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coefficient of limiting friction：极限摩擦系数
coefficient of lighting 采光系数 | coefficient of limiting friction 极限摩擦系数 | coefficient of linear expansion 直线膨胀系数,线胀系数
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Friction,limiting：極限摩擦
"动摩擦","Friction,kinetic" | "极限摩擦","Friction,limiting" | "路中间冲突带","Friction,medial"