撓性軸 的英文怎麼說

中文拼音 [náoxìngzhóu]
撓性軸 英文
flexible axle
  • : 動詞1. (輕輕地抓) scratch 2. (擾亂;阻止) hinder 3. (彎曲,比喻屈服)yield;flinch:不屈不撓indomitable; unyielding
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 軸Ⅰ名詞1. (圓柱形的零件) axle; shaft 2. (對稱部分的直線) axis 3. (圓柱形的纏繞器物) roller; spool Ⅱ量詞(用於纏在軸上的線以及裝裱帶軸子的字畫)
  1. Specification for flexible couplings for power transmission

    動力傳動用器規范
  2. Flexible coupling for industrial steam turbine

    工業汽輪機用
  3. And results are : ( 1 ) analyze the force and distortion on pipeline under collapse and gulch in theory. on the base of beam deformation, analyze the bending moment and deformation of pipeline with frusta and without frusta. calculate a true problem, contrast the differences between pipeline with frusta and one without frusta, draw some conclusions

    得到的主要結果為: ( 1 )基於彈地基理論和彈梁的曲線理論,給出了管道在固定墩(相當跨越河溝情況)和無固定墩(相當坍塌和沖溝情況)的變形微分方程,並分析了當量力為拉力或壓力時管道的變形和受力情況。
  4. This article imtroduces adesign for a new style nonelastic element flexible c ouple r with good combinedcompensntion functions of axial, radial and anguladirection s. it s a mew idea designwith a simple and reasonable construction, lowpri ce and convenient maintenance. also it hasa super axial compensating ability compared with common couplers. the theory is that therotary force can be changed into lev eladvanced force. it has been proved that this couplerhas a good combined techn ique proprety and a higher rate between quality and price. itmust have cheerful prospects of application

    設計了一種具有良好的向、徑向及角向綜合補償功能的新型無彈元件器.這種聯器構思新穎,結構簡單,容易加工製造,便於裝拆維修,具有一般聯器所不能實現的向超大補償能力.設計原理可引伸拓寬到將轉動動力轉變為直線推進動力的設計上.實踐證明,該聯器具有良好的綜合技術能和較高的能價格比,極具應用前景
  5. Rech. flexible shafts for controlling tachometers, propellor regulators, etc.

    操縱轉速計和螺旋漿調速器等用撓性軸
  6. Reciprocating internal combustion engines - dimensions and requirements for flywheels and flexible couplings

    往復式內燃機.飛輪和節的尺寸和要求
  7. Mechanical behavior study on positive - displacement motor ' s flexible shaft

    螺桿鉆具撓性軸力學模型建立及主控因素敏感分析
  8. As regards to the spheric thin shell structure under external hydro static pressure, basing on flat - plate theory and by using basic von karman equations for large deflection, the equilibrium problem of axisymmetric bending of the spheric shell under uniform external pressure is simplified to an equilibrium problem of bending of elastic basic flat - plate and further converted into an equilibrium problem of beam on elastic fundation taking into consideration of the deformation characteristics

    對球形薄殼結構隨靜水外壓的情況,應用平板理論中的vonkarman大度基本方程,將球形薄殼在均勻外壓下的對稱彎曲平衡問題簡化為彈基礎平板的彎曲平衡問題,進而再根據變形特點將其轉化為彈基礎梁的復雜彎曲平衡問題。
  9. Abstract : this paper introduces the global stiffness, strength and stability of bracing structure with long span, pointing out that the control of bracing structure ' s deflection and elastic module can make the arch ring fit the line of pressure and arch axis and can guarantee the stability of bridge structure

    文摘:本文介紹了大跨度支撐結構的整體剛度、強度和穩定,控制支撐的度和彈變量可使拱圈符合設計壓力線與拱線,保證橋梁結構的穩定
  10. Petroleum and natural gas industries - flexible couplings for mechanical power transmission - special purpose applications

    石油和天然氣工業.機械動力傳輸用器.專用設施
  11. Petroleum and natural gas industries - flexible couplings for mechanical power transmission - special purpose applications iso 10441 : 1999 ; german version en iso 10441 : 1999

    石油和天然氣工業.機械動力傳輸用器.專用設
  12. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用;臺後土抗力升溫時採用靜止土壓力加彈土抗力,降溫時採用主動土壓力;分析橋梁受力能時考慮了結構自重、車輛荷載和季節溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例,採用大型通用軟體ansys建立平面框架模型,進行彈、大變形分析,模擬全橋受力和變形特點;同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型,通過三種橋型同步加載對比分析,研究半整體式橋臺無縫橋梁獨特的受力特點和結構能,總結其設計控制因素和構造要求。通過本文研究知:半整體式橋臺無縫橋梁主梁的剪力、彎矩、度和下部結構的力與梁式橋相近,結構整體剛度增大,併除去了伸縮縫病害;但主梁增加了力,下部結構剪力、彎矩較梁式橋大;綜合分析是一種受力合理有實踐和推廣價值的橋型。
  13. Observing the mechanics and effect of the new strengthening method with test and finite element method is supposed to offer a guide for technology and become valuable in theory and practice. both compression test, including four reinforced and three control specimens, and shear - compression test, including nineteen reinforced and four control specimens are being studied in this paper. the research on the curves of load - strain, load - deflection and hysteretic shows that the transverse translation of the reinforced columns is well controlled with an upgrading of both ductility and ultimate bearing capacity ( ubc )

    本文對4根鋼絲網外噴高強砂漿加固鋼筋混凝土柱和3根對比鋼筋混凝土柱進行了壓試驗研究,並對19根加固鋼筋混凝土柱和4根對比鋼筋混凝土柱進行了剪壓試驗研究;通過對試件荷載-應變曲線、荷載-度曲線和滯回曲線等的研究表明,採用該加固方法能有效的約束柱子橫向變形,並對提高鋼筋混凝土柱的極限承載力和延有明顯的效果;同時根據理論及加固機理分析提出了適應於此加固方法的壓極限承載力計算公式。
  14. Because of the limited rigidity in every direction of the flexure joint, the gyro drift must be existed. the simulation analysis for this drift is done. 5

    研究了由於撓性軸在所有方向上均存在有限剛度而引起的陀螺儀漂移,並進行了模擬分析; 5
  15. Base on the model founded, this paper assessed the ride performance by analyzed the root mean square value of power spectral density of acceleration of z - axis and round y - axis rotation acceleration at the driver ’ s seat. the root mean square value of suspension working spaces and dynamic tyre loads were also analyzed. base on the assessing system of vehicle ride performance, the root mean square

    根據模型建立的實際情況,對車輛標準載荷情況下的平順指標進行了計算,對人體感受到的振動採用了垂直方向和繞橫轉動方向的加權振級來評價,計算了車輛懸架系統的動度均方根值和各車輪相對動載荷均方根值的情況,全面的評價了車型的平順
  16. 4. the three - axis attitude stabilization system of the flexible satellite has been studied, in which three basic vibration modes of the solar array have been considered

    4 、在衛星動力學模型的基礎上,建立了只考慮太陽帆板三階振動模態的衛星三姿態控制模型。
  17. The dynamic model of the satellite with a flexible appendage has been studied in this thesis. also, the techniques of the satellite earth acquisition and three - axis attitude stabilization of both the rigid satellite and the liquid - filled satellite have been researched

    本文針對單翼大太陽帆板衛星,建立了衛星動力學模型,在此基礎上,研究了地球捕獲、剛體衛星三姿態穩定、充液衛星三姿態穩定問題。
  18. Brushless, winding insulation class h, self exciting, and self regulating. single bearing construction with drive from engine via a flexible disc coupling bolted directly to the engine flywheel

    採用單承, h級絕緣,自導通風,無刷旋轉磁場型,具有自動激磁及自動穩壓之功能並利用一可的盤式耦合器而耦合於引擎的飛輪上。
  19. Flexible flanged shaft couplings

    凸緣聯
  20. With two structures of bore cylindrical or tapered and retainers made of steel sheet or synthetic resins, the bearings are characteristic of their spherically formed outer ring raceways allowing for misalignment within 3 degree deflection between inner ring and outer ring, so as to compensate concentricity and deflection errors

    詳細信息:調心球承由圓柱孔和圓錐孔兩種結構,保持架的材質有鋼板、合成樹脂等,其特點是外圈滾道成球面形,具有自動調心,可以補償不同心度和度造成的誤差,但其內、外圈相對傾斜度不得超過3度。
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