軸的拉力 的英文怎麼說

中文拼音 [zhóude]
軸的拉力 英文
wellenspannkraft
  • : 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)
  • : 4次方是 The fourth power of 2 is direction
  • : 拉構詞成分。
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 拉力 : pulling; pulling force; thrust; traction; tension拉力表 draw bar [pull] dynamometer; 拉力測定儀 [...
  1. This article takes the lagrange equation as the principle, establishes mathematics modeling to the inertia brake vibration when it brakes, then simulates it with matlab. this paper educed the relation equations between, which are the inertia brake ' s friction coefficient of the brake ring and the friction disk, the mean radius, the braking force, rotation inertia of the driving top and the spline shaft, spiral climbing angle of the brake ' s concave - convex helicoid, the mean effort radius of the concave - convex helicoid, elasticity coefficient of the spring, quality of the driving top and the spline shaft, rotations inertia of the brake ' s rotation part besides the driving top and the spline shaft, suppresses sleeve. provides the theory basis for the inertia brake structure optimization

    本文以格朗日方程為理論基礎,對慣性制動器在制動時振動進行數學建模,然後用matlab對其進行模擬,得出了慣性制動器在制動時振動角頻率分別與制動環和摩擦片之間摩擦系數、制動平均半徑、主動頂和花鍵轉動慣量、慣性制動器凹凸螺旋面螺旋升角、凹凸螺旋面平均作用半徑、彈簧彈性系數、主動頂和花鍵質量、慣性制動器除主動頂和花鍵外其他部分轉動慣量和、頂壓套質量等慣性制動器各零部件物理參數之間關系,為慣性制動器結構優化提供了理論依據。
  2. Pressure that this series the machine still have the extensive and in general use, be applicable to the every kind of plastic to process with take shape, if wash to press, squeeze, flection, fold the side, rivet jointing, orthopedics etc. ; stalk the pressing of set spare parts pack ; the plastics and what powder product inhibits ; stalk with other is similar to the correcting of spare parts ; the pressing of zero parts packs, and the pulling of spare parts of small scaled plank form stretch, type, fall material, press to print various uses of etc

    本系列機器還具有廣泛通用性,適用於各種塑性材料加工和成形,如沖壓、擠壓、彎曲、折邊、鉚接、整形等;套類零件壓裝;塑料及粉末製品壓制;類和其他類似零件校正;零部件壓裝,小型板形零件伸、成型、落料、壓印等多種用途。
  3. First, the system boundary of machines affecting the shafts, such as the guide bearings, seal, electrical and hydraulic forces, the water in the runner etc, is analyzed. and the mathematic model of the system boundary of the machine is built

    本文首先分析了對機組主系統影響較大系統邊界條件,如導承、水封、電磁、轉輪處水體等,並分別建立了它們數學模型。
  4. 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

    得到主要結果為: ( 1 )基於彈性地基理論和彈性梁撓曲線理論,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)變形微分方程,並分析了當量或壓時管道變形和受情況。
  5. The condition of uniaxial stress is closely approximated in prismatic bars subjected to pure axial tensile.

    狀態跟稜柱桿承受單純伸十分近似。
  6. It is determined that with accurate knowledge of the complete stress - strain curve of concrete in compression, steel in tension, and with an iterative computerized non ? linear method, it is possible to predict the entire moment - curvature, moment - flexural rigidity and axial rigidity relation ship of a cross - section of a structure member

    可以確定,只要知道混凝土受壓和鋼筋受完整應變關系,採用選代非線性計算方法,就有可能預測結構截面彎矩一曲率、彎矩一彎曲剛度和向剛度關系。
  7. Non - linear finite element analysis of rubber layer bonded between two rigid spheres has been performed for rubber ’ s characteristic of large deflection and nearly incompressibility. the relationships between stiffness and deformation have been gained when large tensile deformations are imposed. the effects of different poisson ’ s ratios of rubber matericals on the stiffness and stresses of rubber layer have

    針對橡膠大變形及接近不可壓縮特點,對工程中常用橡膠-剛球支座進行非線性有限元分析,了解了支座剛度和應變化情況以及泊松比對兩者影響,得出支座受伸時剛度與向變形關系。
  8. Agricultural tractors and machinery - power take - off drive shafts and position of power - input connection

    農業拖機和機械動輸出萬向節傳動和動輸入連接裝置位置
  9. Secondly, the math model of the high - speed pm generator with a shielding is deduced. the method of how to analyze the electromagnetic field of the generator is introduced. and with the help of a kind of fem software, the parameters of a model machine are calculated and simulated, including the electromagnetic field, no - load voltage, single - side magnetic force, loaded torque and axial force

    其次,對轉子帶防護罩高速永磁發電機數學模型進行了推導,介紹了利用有限元法對電機磁場進行分析方法,並運用有限元軟體對一臺樣機參數進行了模擬,包括電機磁場分析、空載電壓波形、單邊磁、負載轉矩以及等方面內容。
  10. Guy cable design of vertical axis wind turbine

    索設計
  11. In order to predict high - strength bolts pretension and contact - friction in contact zone, status nonlinear in contact zone is adopted in fem model. the computation and analysis on the behavior of beam - to - column rigidity joints subjected to constant axial pressure on the top of column and cyclical load at tip of beam is carried out

    實體模型建立,考慮了接觸區狀態非線性,以模擬高強螺栓、螺栓連接區摩擦接觸,對承受樑柱剛性連接方式在循環荷載作用下滯回性能進行了計算分析。
  12. Clamping unit contains two crankshaft and is made of high - intensity steel. it uses straight - line rail which runs fast and easily

    採用高鋼製造雙曲鎖模機構、移動部件採用直線導軌,具有高剛性、運行輕快等特點。
  13. Metallic materials - uniaxial creep testing in tension - method of test

    金屬材料.蠕變試驗.試驗方法
  14. Verification of static uniaxial testing machines - part 2 : tension creep testing machines - verification of the applied force

    試驗機檢驗第2部分:蠕變試驗機施加檢驗
  15. In other words, the process of analyzing relaxation zone related to one safety factor can also be regarded as the process of searching potential slide surface related to the same safety factor. elastic wedge model is used for analysis of relaxation zone of cutting homogeneous slope. on the basis of elastic plane - strain theory, the relaxation zone can be calculated according to mohr - coulomb or drucker - prager law and single tension intensity principle which are both related to one safety factor after three - dimensional stress field of the cutting slope is got

    提出均質邊坡開挖鬆弛區可以用彈性理論中楔形體理論分析,在平面應變問題基礎上得到開挖坡體三向應場之後,可運用考慮安全儲備后強度條件(主要為摩爾?庫侖或德魯克?布格強度準則和單強度準則)解析坡體分步開挖過程中鬆弛區范圍,給出了具體計算步驟,並通過算例較詳細地說明了操作過程。
  16. According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not

    地下連續墻是一種歷史較短施工方法,目前,砼防滲墻設計還是以傳統設計方法為主,根據查找國內外文獻資料,華東建築設計院王衛東利用地下連續墻與樁在豎向荷載作用下工作性能有相似性,將適用於樁基poulos彈性理論引入對地下連續墻沉降計算中;清華大學水利水電工程系濮家騮、于玉貞根據三試驗結果確定混凝土參數,利用非線性e - b模型,結合黃河小浪底土石壩設計剖面,採用thepd土石壩總應程序,對深覆蓋層塑性混凝土防滲墻、位移進行有限元分析,並與普通混凝土防滲墻計算結果加以對比,同時分析了不同配比塑性混凝土特性影響,並採用應水平和數值來判斷塑性混凝土防滲墻安全程度。
  17. The bottom roller and sub - bottom roller of hcr is calculated about its equivalent stress, contact stress and the distributing of pulling - stress along the inside track of hcr. also, effects of hollowness and pinch fit are analyzed on bearing stress and rated load

    主要計算預負荷空心圓柱滾子最底部滾子和次底部滾子等效應、接觸應和滾子內圈分佈情況,分析滾子空心度和過盈量對承應和額定載荷影響。
  18. The thickness is only 200um, and the width of the test part is 300u. m. it is first time nationally to use such a small specimen to measure mechanical properties of materials with uniaxial tension test

    本文採用伸試樣,厚度只有200 m ,試驗段寬度為300 m ,對如此微小試樣進行單伸試驗以得到其應應變曲線在國內還是首次。
  19. As far as he hollow inclined column - wall transfer r. c joint is concerned, the stress state of transfer beam is very critical, because it bears not only the vertical load transferred from the wall, but also the axial load initiated by the inclined column

    對有孔斜柱轉換節點而言,轉換梁最為不利,它不僅承擔由薄壁柱傳來垂直荷載,而且還承擔由斜柱水平分引起,即截面上有彎矩、剪共同作用。
  20. 2. for frame supported double - short - pier shear wall under vertical loads, the non - noding area of transfer beams turns into a member of flexure and tension with small axial force, and bending stress dominates in the stress distribution on the cross - section. in the nodding area, the axial force increases while the bending effect is small

    2 、框支雙肢短肢剪墻在豎向荷載作用下,轉換梁非節點區為一彎構件,較小,截面分佈以彎曲應為主;在節點區,效應增大,而彎曲效應很小。
分享友人