friction value 中文意思是什麼

friction value 解釋
摩擦值
  • friction : n. 1. 摩擦,阻力。2. 傾軋,沖突,不和 (between)。3. 擦熱皮膚。
  • value : n 1 價值;重要性;益處。2 估價,評價。3 價格,所值;交換力。4 (郵票的)面值。5 等值;值得花的代...
  1. For example, the different level that enterprise emphasizes r & d department and manufacture department will cause different value adscription feeling of employees. another example, the inequity among employees which are caused different inspirit mechanism cause different reward, consequently, cause conflict among different department and between enterprise inside and outside. this kind of conflict is caused by friction between inside culture and outside environment

    企業對技術開發部門和生產製造部門的重視程度不同導致各職能部門人員在企業內部具有不同的價值歸屬感;企業對不同生產領域員工採取不同的激勵措施,而產生的厚此薄彼的現象,使員工所獲報酬不公平,提升機會不均等,最終也會導致不同部門之間的潛在沖突、企業與外部的沖突。
  2. When other conditions are the same, to the interior angle of friction, mean value of glue and gather play a bigger role to stability and dependability of slope

    均值大小對土坡穩定性和可靠性起著更大的作用。在南方,降雨是公路邊坡穩定性的主要影響因素之一。
  3. Abstract : on the basis of general principles of mechanics and critical state soil mechanics theory, a theoretical formula determining the coefficient of earth pressure at rest for cohesionless soil is derived by means of combining hypoplasticity with critical state soil mechanics. the formula has a simple form and is only related to the effective angle of internal friction of soil. there is a slight difference between the calculated value of the formula and that of other formulae. the further investigation of the formula shows that it can be used to determine the coefficient of earth pressure at rest of cohesionless soil

    文摘:在滿足一般力學原理和臨界狀態土力學理論的基礎上,本文將亞塑性理論與臨界狀態土力學相結合,推出了一個計算無粘性土靜止土壓力系數的理論公式.該公式形式簡單,僅與土的有效內摩擦角有關,其計算結果與常見的多個經驗公式的計算結果只有微小的差別.文中討論結果表明,該公式可用於確定無粘性土的靜止土壓力系數
  4. Multiple funcyions available : start / crater arc current, increase / decrease time, base, crest value current, pulse frequency, pulse rate, post flow time, hf / friction welding, water / gas cooling

    功能豐富:起始/收弧電流、上升/下降時間、基值電流、峰值電流、脈沖頻率、占空比、滯后關氣時間分別可調,高頻/接觸引弧、水冷/氣冷可供選用。
  5. It is suggested that the practical value of friction coefficient should be taken according to various concrete statuses

    在實際應用中對摩擦系數的取值要根據編組場的具體情況而定。
  6. The result indicate the average value of static friction factor and dynamic friction factor for the central - left side is greater than the central - right side of runway

    針對靜摩擦系數或動摩擦系數,就所得結果跑道中心左側區域之平均值大於右側區域平均值。
  7. The research result demonstrates that along with the increment of reynolds number, the root mean square value of outer fluctuating magnitude of the external diameter in fall frequency band increases, the root mean square value of fluctuating magnitude of the external diameter in high frequency band decreses, demonstrating that the fluctuation of flexible pipe wall changes fluctuation don field of original rigid pipe, large - size eddy motion increases and small - size eddy motion decreases, this reduces energy loss and increases friction reduction effectiveness

    研究結果表明:隨著雷諾數的增加,全頻帶的外徑脈動的均方根值加大,但高頻帶外徑脈動的均方根值減小,說明柔性管管壁脈動確實改變了原剛性管的脈動流場,大尺度渦的運動加劇,低尺度渦運動減弱,從而使得能量損失減少,減阻效果增大。
  8. The value of sliding friction depends on nature of the two surfaces which touch each other

    華東摩擦力的大小取決于兩接觸面的自然屬性。
  9. ( 5 ) as torsion is increased, the anticlockwise secondary vortexes and the negative area of the stream function increase ; the axial velocity moves anticlockwise ( annular pipe ) or clockwise ( circular pipe ) ; the friction factor ratio finally reaches the value about 1

    ( 5 )增大撓率,逆時針方向旋轉的一二次渦和流函數的負值區域增大,軸向速度最大值的位置按逆時針(環形截面)或順時針(圓截面)方向旋轉,摩擦系數比最終趨向於1 。
  10. The static triaxial test of two engineerings shows that the breaking strength of asphalt concrete declines significantly as the temperature rises and the strain increases noticeably when breaking. increase in the asphalt content leads to decrease in tangent modulus and cohesion, but the internal friction angle tends to increase. increasing confining stress results in the augment of the maximum stress and the ultimate value of volumetric strain

    兩個實際工程的靜三軸變形與強度試驗表明,隨著溫度升高瀝青混凝土破壞強度明顯降低,破壞時應變明顯加大;瀝青含量的增加會導致切線模量和凝聚力降低,但內摩擦角趨于增加;周圍壓力增大會導致最大應力_ d增大,其體變壓縮極限值也越大。
  11. Comparing their expansion force counted by liner interpolation, the author puts forward the critical value existing in the reinforcement ratios. in the meantime, the tri - axial shear test of cu on the expansive soils and reinforced soils under different compactness, layers and confinement pressure are finished. it is concluded that the cohesive force of reinforced soils is greater than that of expansive soils, moreover the internal friction of reinforced soils is equal to that of expansive soils

    同時對膨脹土及其加筋土分別進行了不同壓實系數、加筋層數及周圍壓力下的三軸固結不排水剪切試驗,分析這三種因素對素土和加筋膨脹土強度的影響,比較加筋前後膨脹土的c 、值,得到c值增加值幾乎不變的結論。
  12. The effect of wave radiation stress is considered in the compound fluid model. the value of bottom friction is offered by the wave - current bottom boundary layer model

    復合流場學模型中考慮了波浪輻射應力的作用,底摩擦由波?流相互作用邊界層模型提供。
  13. The one of the loss of effectiveness is the friction piece ' s bum of the clutch, there fore, in the designing of priority, the clutch ' s with of friction power is smaller than the permitted value in the reduction of the starting the truck, and it also increases the permitted condition of decreasing cloth ' s friction hot volume

    選擇出摩擦片最佳參數,並保證離合器的機械性能是摩擦片參數優化的目標,本課題中由於失效形式之一是離合器摩擦片燒傷。因此,在優化設計中除保留減少汽車起步過程中離合器的單位面積滑磨功小於其許用值的約束條件外,還增加了降低離合器的滑磨熱容量的約束條件。
  14. Moreover, it was found that the microstructure and physical properties of dlc film were affected to some extent by the distance between target and substrate. when the distance between target and substrate increases, sp 3c content in the deposited dlc film decreases. accordingly, the value of surface roughness, microhardness, friction coefficient, residual stress and band gap became lower in the same way

    此外,靶基距對dlc薄膜的結構和性能也有一定的影響,隨著靶基距增加, dlc薄膜中的sp ~ 3c含量減少, dlc薄膜的表面粗糙度降低,顯微硬度降低,摩擦系數減小,殘余應力減小,光學帶隙eg減小。
  15. In addition, the value of side friction by test in - site is large than that by surveying or suggesting of codes. that is to say, these designs are conservative

    另外,由試驗得出的該地區典型土層的極限側阻力值較規范推薦值和地質報告值大出很多,說明設計較保守。
  16. Pairing up with steel and at the condition of dry friction, the pure uhmwpe has an increasing friction coefficient and wear value with the increase of sliding velocity, and so does its composites. the uhmwpe - base composite reinforced by cu powder which makes up 15 % of the composite by weight and the uhmwpe - base composites reinforced by cuo powder which makes up 10 % - 15 % of the composites by weight are more capable of enduring higher sliding velocity than the pure uhmwpe

    在與鋼配副、干摩擦條件下,隨滑動速度的增大, uhmwpe及其復合材料的摩擦系數和磨損量都增大,質量分數為15的cu粉填充uhmwpe復合材料和質量分數為10 15的cuo填充uhmwpe復合材料承受高速的能力強于純uhmwpe 。
  17. The friction factor of laminar flow has decreased into about 3 / 4 of the theoretic value, and the static pressure distribution along the length was nonlinear

    層流區摩擦系數約減小為常規理論值的3 4 ,沿程壓力分佈呈現非線性。在雷諾數較大時,可壓縮性效應明顯。
  18. Since traditional certainty methods have some instinct limitations, this paper comprehensively considers the uncertainty of the friction strength value between the nail and soil, the strength factor of soil, and so on. after dealing with the factors and their relation, the reliability of the soil - nail retaining structure is analyzed and its calculating formula is educed

    鑒于傳統的確定性分析方法的局限性,本文綜合考慮了土釘與土體之間的界面摩阻力強度值及土體強度參數等的不確定性,經過對各參數及參數間關系的處理,對土釘支護結構的內部穩定性進行了可靠度分析,得出可靠度的計算公式。
  19. Since traditional certainty methods have some instinct limitations, on the basis of author ' s design practice of many years, this paper comprehensively considers the uncertainty of the friction strength value between the nail and soil owing to construction. the force analysis, entire stability, inner stability and outer stability of the soil - nail retaining structure is analyzed in reliability, and then the convenient design method of soil - nail retaining is obtained

    鑒于傳統的穩定性分析方法的局限性,本文結合多年的工程設計實踐,綜合考慮了土釘與土體之間的界面摩阻力強度值由於施工的不確定性,對土釘支護結構的土釘受力分析、土釘體整體穩定、內部穩定、外部穩定性進行了可靠度分析,得出一套簡單實用的土釘支護工程設計方法。
  20. As for uhmwpe - base composites reinforced by cu powder, the one whose filling cu powder makes up 15 % of the composite by weight has lower friction coefficient and smaller wear value than the others

    填料cu粉質量分數為15時的復合材料摩擦系數較小,磨損量較低;填料cuo質量分數為10 15時復合材料的摩擦磨損性能較好。
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