非軸向力 的英文怎麼說

中文拼音 [fēizhóuxiàng]
非軸向力 英文
non-axial force
  • : Ⅰ名詞1 (錯誤) mistake; wrong; errors 2 (指非洲) short for africa 3 (姓氏) a surname Ⅱ動詞1 ...
  • : 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)
  • : 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...
  1. 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拉的完整的應應變關系,採用選代的線性計算方法,就有可能預測結構截面彎矩一曲率、彎矩一彎曲剛度和剛度的關系。
  2. 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

    針對橡膠的大變形及接近不可壓縮的特點,對工程中常用的橡膠-剛球支座進行線性有限元分析,了解了支座的剛度和應的變化情況以及泊松比對兩者的影響,得出的支座受拉伸時的剛度與變形關系。
  3. In order to investigate the unsteady flow frequency domain performances of an axial flow compressor at different mass flow, rotating speed and blade row spacing, plus inlet flow distortion, and considering aerodynamic characteristics and stability of the compressor, the low speed research compressor ( lsc ) at college of energy and power in nuaa is used to carry out the experiment studies. a large amount of test data has been gained through dynamic pressure transducers embedded in the stator blades at the tip, middle and hub section, then fast fourier transform algorithm ( fft ) is applied to calculate the frequency data

    為探討流壓氣機在工作流量、工作轉速及動?靜葉排間距變化時的葉片排流場定常頻譜特性變化規律,並耦合進氣畸變的影響,同時與壓氣機氣動性能和氣動穩定性相關聯,作者利用南京航空航天大學能源與動學院的低速大尺寸流壓氣機( lsc )試驗器,採取在靜子葉片表面埋入動態壓傳感器的實驗方法,對葉尖、葉中和葉根三個截面的動態壓進行了測量,獲得了大量的可靠的實驗數據。
  4. In chapter 3, the subgrid eddy - viscosity model for large eddy simulation is applied to calculate the three dimensions unsteady periodic turbulent flow in yantan francis turbine. the pulsating characteristics of some main physical parameters in flow field are found. the calculated axial water thrust of hydraulic turbine agrees with the model - test value

    第三章採用大渦模擬亞格子渦粘模型,對巖灘混流式水輪機的流場進行三維定常湍流分析,得到了流場中各物理量的脈動特性,計算出ms的水推與模型試驗值大小相當;同時論證了對于下機架承重的混流式水輪發電機組可採用其推承負荷作為水電站廠房振動的最大垂直激振荷載。
  5. Furthermore, the dual integral equations can be reduced to the fredholm integral equations of the second kind and solved by numerical procedure. at the end of this chapter, the numerical analysis for dynamic interaction characters of saturated half - space / layered ground and circular plate is evaluated. finally, the solutions for 3 - d dynamic responding of elastic rect

    基於橫觀各同性飽和半空間/有限層地基對稱波動方程的通解,按混合邊值問題建立飽和地基與彈性圓板對稱動相互作用的積分方程,求解積分方程后得到橫觀各同性飽和地基上圓板對稱動響應的一般解,並分析了飽和地基上圓薄板和中厚板振動的若干特徵。
  6. In chapter 2, an accurate modified reynolds equation is derived. the modified reynolds equation is solved numerically with the finite different method, the generated axial thrust force, minimal mucus film thickness, load capacity of hydrodynamic pressure and circumferential friction under the rectangular screw are obtained. at last, using numeral methods and coordinate graphs, the influences of rectangular screw parameters on the generated axial thrust force, minimal mucus film thickness, load capacity of hydrodynamic pressure and circumferential friction are studied and analyzed

    第二章,首先推導了牛頓流體的變形雷諾方程,化簡了雷諾方程,得出了矩形螺紋下有限差分方程;還推出了矩形螺紋作用下摩擦牽引、粘液膜厚度、粘液膜承載能、周摩擦阻無量綱表達式,最後用數值計算方法求解,通過坐標圖分析了矩形螺紋參數對摩擦牽引、最小粘液膜厚度、粘液膜承載能、周摩擦阻的影響。
  7. Nonlinear dynamic stability for elastic shaft - disc rotating system under the periodic axial load

    載荷激勵下彈性盤轉子系統的線性動穩定性分析
  8. Thirdly, the method to calculate the 3 - d dynamic responding of layered transversely isotropic saturated soils to an arbitrary buried source in cylindrical coordinate as well as to an arbitrary harmonious source in rectangular coordinate is presented respectively. based on biot ' s wave theory, the 3 - d wave equations in cylindrical coordinate for transversely isotropic saturated poroelastic media are transformed into a group of governing different equations with 1 - order by the fourier expanding with respect to azimuth and hankel integral transform method or by the double fourier transform method with respect to horizontal coordinates in rectangular coordinate. then, transfer matrixes within layered media are derived under the continuous conditions, drainage conditions and the boundary conditions

    基於飽和土的biot波動理論,通過fouricr變換,將橫觀各同性飽和土三維對稱波動方程轉化為一組一階常微分方程組,再經har止el變換,建立問題的狀態方程,求解狀態方程得到傳遞矩陣;利用傳遞矩陣,結合飽和層狀地基的邊界條件、排水條件及層間接觸和連續條件,首次給出層狀橫觀各同性飽和地基在任意地展作用下的三維對稱動響應的解析解。
  9. A detailed model of non - linear parametric excitation vibration coupling the stay cable and the girder, in which the static sag as well as the geometric non - linearity are considered, is proposed in this paper. based on several numeric examples investigated by the galerkin method composed with the integration strategy, several kinds of factors effecting stay cable parameter vibration are studied. another parameter vibration model by the axial excitation is presented and the corresponding nonlinear equations are derived

    本文創新地提出了斜拉橋拉索-橋面耦合參數振動模型,推導了索-橋耦合線性參數振動方程組,聯合galerkin法及數值積分方法,對各種特性的拉索進行了數值求解,得出了影響拉索參數振動的各種因素;提出了斜拉索受端激勵參數振動模型,導出了模型的線性振動方程,使用諧波平衡法得出了產生參數振動需要的最小激勵幅值、共振時瞬態及穩態的振動幅值及索拉的變化特性,並用數值積分方法對實際斜拉橋拉索進行了計算,分析了拉索阻尼對參數振動的影響。
  10. A new bearingless induction motor system with five degrees of freedom is developed including a bearingless induction motor and a permanent magnet biased axial - radial magnetic bearing. the control strategy of bearingless induction motor based on air - gap flux orientation is introduced, and the decentralization pid control is used to maintain equal air in the five degrees of freedom. the digital controller guarantees rotor suspension steadily, and the speed of rotor reaches 3000 rpm

    闡述了無承異步電機的氣隙磁場定控制策略,採用該線性控制方法能使無承異步電機解耦成轉矩子系統和磁懸浮徑子系統,從而可以採用經典pid對這兩個獨立的子系統進行控制,首次實現了系統在0 3000rpm轉速范圍內的穩定懸浮。
  11. According to different transverse difference in temperature and lengthways difference in temperature, the paper gave the method of computing temperature effect including : 1 ) the stress ot1 caused by nonlinear difference in temperature. 2 ) the constrain stress o t2 in undetermined structures by equivalent difference in temperature. 3 ) the constrain stress ot3 caused in undetermined structures by even difference in temperature tm

    針對具有不同性質的橫溫差和縱溫差,本文分別提出了預應結構的溫度效應的計算方法,包括: 1 )線性溫差引起的自約束應_ ( t1 ) ; 2 )等效線性溫差引起的超靜定結構的約束太原理工大學碩士學位論文應民3 )均勻溫差tw引起超靜定結構中的約束應4 4 )均勻溫差tm引起梁的變形受到柱的側約束,與預應筋的溫度變形之間的差異引起的預應的變化。
  12. All the results of axial and radial deformation measurement by digital image processing technique and those by traditional method are compared. the differences of the soil parameters on duncan and chang ' s nonlinear model made by these two methods are analyzed. finally, a compress test results and fem results are provided to show the reasonability and veracity of digital image processing technique to study the soil stress - strain characteristic in triaxial test

    ( 2 )三試驗土樣局部變形研究:首先定量比較了三試樣沿高度方不同位置的局部變形(局部徑變形與局部變形)大小,分析了三試樣局部變形的特點和影響因素;然後把三試樣數字圖像測量結果與傳統測量結果進行比較,以鄧肯張線性模型為例進行了模型參數的整理,分析了兩種不問測量方法引起的參數差異:最後用原型壓縮試驗對比有限元數值計算結果,驗證了數字圖像測量方法得到的三試驗土體應應變參數的合理性和準確性。
  13. The sensor utilizes the parallelism relationship of twisted axis twisting strain and torsion, axial strain and axial force, and also adopts signal transmission principle with non - contact

    這種傳感器利用了受扭扭轉應變與扭矩、應變與的對應關系,採用了信號接觸傳輸原理。
  14. The pore air pressure gradually goes up with the developing of axial strain in the process of the dynamic torsional shear test of loess, but the pore water pressure hold the line or goes up a little in the last. the stress - strain dynamic constitutive relationship of intact loess and man - made loess show the hyperbolic model. there are some remarkable differences of strength and strain between unsaturated loess and saturated loess

    研究結果表明:飽和黃土在動扭剪試驗過程中,隨著變形的發展,孔隙氣壓逐漸上升,而孔隙水壓則基本保持不變或後期略有升高;原狀黃土和重塑黃土的應應變本構關系呈雙曲線型;飽和黃土和飽和黃土的強度及變形特性存在明顯差異;進而分析了含水量、固結應和固結應比對黃土動特性的影響本文最後對飽和土的有效應計算公式進行了討論。
  15. In the fourth chapter, the oscillation of a nonlinear beam under the axial harmonic force and the bifurcation of the weak or strongly nonlinear system have been studied

    第四章討論了一個受簡諧激勵作用下的線性梁的運動,運用傳統的galerkin法得出時域上的動系統,再對該系統弱、強線性情況下的分叉進行了研究。
  16. Nonlinear dynamic modeling and periodic vibration of a cantilever beam subjected to axial movement of basement

    基礎激勵懸臂梁線性動學建模及周期振動
  17. Second, the thermoelastic coupling vibration of cylindrical shell are discussed by means of the same method. the coupling coefficient, amplitude of temperature, initial displacement, ratio of length to radius and that of radius to thickness are main factors which influence the thermoelastic vibration of cylindrical shell ; the higher the coupling coefficient is, the lower the axial force, the axial stress and the axial moment are

    其次,我們用同樣的方法研究了圓柱殼的線性熱彈耦合振動,主要結論如下:影響圓柱殼線性熱彈耦合振動的因素主要有耦合系數、溫度幅值、長徑比、徑厚比以及初始位移參數;耦合系數越大,以及彎矩越小。
  18. Constant amplitude dynamic force calibration - calibration and verification of non - resonant uniaxial dynamic testing systems - method

    等幅動態校準.共振單動態檢驗系統的校準和驗證.方法
  19. Constant amplitude force calibration - calibration of the calibration device instrumentation to be used for the dynamic calibration of non - resonant uniaxial dynamic testing systems - method

    等幅校準.共振單動態檢驗系統的動態校準用校準裝置儀器的校準.方法
  20. Geometric nonlinear behaviors in large span cable - stayed bridges have been analyzed in this paper, which include the sag of inclined cable stays caused by their own dead weight ; the interaction of large bending and axial deformation in bending members ; and the large displacements effects. then analyzing theories and researching levels of geometric nonlinear problems of modern cable - stayed bridges have summarized. and methods of modeling cable - stayed bridges for nonlinear finite element analysis have been discussed, which are the equivalent modulus of elasticity, introducing stability functions and continuously modifying geometry of structure

    本文分析了大跨徑斜拉橋幾何線性的主要影響因素,包括斜拉索的垂度效應、彎矩與組合效應和大變形效應,同時對目前斜拉橋幾何線性問題的分析理論和研究水平進行了綜述,相應討論了各線性影響因素的處理方法,即分別採用等效彈性模量法、引入穩定性函數和實時修正結構的幾何位置。
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