桿體 的英文怎麼說

中文拼音 [gǎn]
桿體 英文
body of rod
  • : 桿名詞(桿子) pole; staff
  • : 體構詞成分。
  1. In the simulation, the mpc technique of msc. nastran is used to simulate the mechanical behavior of contact between the interfaces of piston pin and bearing of small end, crankpin and big end bearing, connecting rod body and bearing cap ; also constraints are applied to the connecting rod reasonably

    分析中採用了patran中的多點約束( mpc )技術,有效地模擬了活塞銷與小頭孔內表面、曲柄銷與大頭孔內表面以及連桿體與大頭蓋接觸面的力學接觸狀態,並對連進行合理的約束。
  2. In the computation module, mindlin formula is applied to calculable the displacement of the rock ( soil ). based on the presumption that the rock ( soil ) and the anchor has the same displacement at the interface, the equation of displacement of rock ( soil ) and the anchor is made

    在該計算模型中,運用mindlin公式計算巖位移,並基於在桿體與巖土接觸面上位移相等的假定與桿體的位移建立等式,進而求出沿桿體全長的剪力分佈。
  3. The distribution of the shearing force along the rod can be obtained. in process of analysis, standard calculating software matlab is used to compute some examples and draw the shearing force distribution curve. then the distribution character was obtained throughway the analysis of this picture

    在求解過程中使用標準計算軟matlab ( 5 . 3edition )進行數個算例的計算,然後使用該軟的函數可視化功能繪制剪力沿桿體長度的分佈曲線,最後通過對圖象的分析得出壓力型錨剪力分佈的特徵。
  4. Variation of bolt body strength under state of compound stress

    復合應力狀態下的錨桿體強度變化
  5. Abstract : factors causing the failure of the rod string in a screw pump well include rod with minor od being used , defects in the rod body produced in manufacturing and service , excessive torque caused by plugging and reactive torque on the rod string , and excessive shearing stress on the rod thread

    文摘:造成螺泵採油井抽油柱斷裂、脫扣和擼扣的主要原因有桿體外徑選擇偏小,桿體製造或使用過程中產生缺陷,堵塞扭矩過大,反扭矩大於螺紋聯接扭矩以及抽油螺紋牙受剪應力過大等。
  6. The thought of form - finding of the cable - strut - membrane structure is proposed. this is, according to the architectural appearance, request of constructing and the optimization result of cable - pole structure, the space form of cable - pole structure will be received

    提出索膜結構協同找形的分析思路:按建築外觀及構造要求,索桿體系優化的結果,確定索結構的空間形狀。
  7. Resin anchor bolts - steel bars and accessories

    樹脂錨金屬桿體及其附件
  8. Masters telescopic poles are all made of 7075 tempered aluminium alloy : its mechanic resistance is 56 kg / mm2 f56. shafts are strong and light, perfectly designed for trekking use

    (鋁材:桿體由7075韌性鋁合金製造,完美融合了極輕的重量與極大的強度之特點,是戶外旅行的專業之作。注:此段譯文為網上找的,並非本人翻譯。 )
  9. Then, the initial form the membrane will be made. the border part of membrane is the fixation border, and the other border part is non - fixation border fixed by cable - pole structure. and this border part will transfigure together with the cable - pole structure

    由索結構,可以確定膜的初始形狀,膜邊界部分為固定邊界,部分由索桿體系確定,為非固定邊界,在找形中與索桿體系一起協同變形。
  10. The form - finding of cable - pole structure is the course to seek rational structure geometry and the distribution of prestress force by the geometry relation of the setting. but the form - finding of membrane structure is the course to seek rational structure geometry by certain border terms and prestress force

    桿體系的找形是由給定的幾何關系尋求合理的結構幾何及預應力分佈的過程,膜的找形是由一定的邊界條件及預定先給的預張力尋求合理的結構幾何形狀的過程。
  11. En 2289 aerospace series. rod bodies in aluminium alloy for flight controls. technical specification

    航空航天系列.飛行操縱系統用鋁合金制桿體.技術規范
  12. Suspen - dome is a new self - equilibrium space structure, composed of single - layer lattice shell and cable - strut tensile structure. for its novel and beautiful shape, it has a widely practical perspective

    弦支穹頂結構是由上部的單層網殼結構和下部的張拉索桿體系組合而形成的新型自平衡系,由於其造型新穎、美觀,具有非常廣闊的工程應用前景。
  13. In this thesis, a new method named local analysis method was presented which the whole structure is divided into two parts : the upper structure and the lower structure. the problem distribution of initial pre - stress of suspen - dome can solved by this method

    提出了基於將上部單層網殼和下部索桿體系兩部分結構分塊的新的分析方法?局部分析法,可以解決弦支穹頂結構的初始預應力分佈的確定問題。
  14. The pressing monent ' s affaction on the face of anchor arm

    按裝力矩對錨桿體強度的影響
  15. Crank arm is the one of the important components of air compressor and bears the drastic dynamic load during its working prcess. and then the dynamic load is transfered to the bolts and the nuts connecting the crank arm body and the top

    是空壓機重要構件之一,其在工作過程中承受著急劇變化的動載荷,這一動載荷又傳遞到連桿體和連蓋的兩個連接螺栓及螺母上。
  16. A simplified theoretical model has been established to describe the big yawed rod penetration into semi - infinite rolled homogeneous armor ( rha ) targets at normal incidence, the effect of ballistic yaw is quantitatively described in the rate of penetration

    本文建立了大攻角的長桿體垂直侵徹半無限靶的簡化物理模型,定量地分析了大攻角對垂直侵徹的影響。
  17. The method of displacement control of prestressed cable structures is proposed in this paper on the basis of the fundamental theorem of the member system by optimal algorithm

    摘要基於索桿體系矩陣分析的基本理論,藉助優化方法,提出了預應力索結構的位移控制方法。
  18. The failure of reinforced plastic fiberglass sucker rod is classified into break and thread off, and the break of the rod body is the common failure pattern

    玻璃鋼抽油的失效類型分為斷和脫扣兩種,桿體的劈斷和劈散是其最常見的失效形式。
  19. Each unit anchor has its own individual tendon, its own unit fixed length of borehole, and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical. the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies, the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length, then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression

    壓力分散型錨索是在一個鉆孔中安裝若干個錨索單元,每個單元都有自己的桿體和錨固段,在張拉時分別承受相同的工作荷載;錨索總的錨固力由分散布置於鉆孔不同深度處的這些單元錨索的錨固段來共同承擔,並利用各單元的承載將無粘結錨索的拉力轉化為對錨固段注漿的壓力,從而將錨索總的錨固力以壓力形式分散作用於不同深度的巖土上。
  20. The principles of the general arrangement and the determination of the dimensions of the main structure are described. the dispositions of hangers, outside tie - rods, cross ties, deck - structures as well as the structural analysis and method of construction are discussed in detail, and some opinions about the future development are also given

    對橋中吊外系及橫撐、橋面系結構處理、結構力學分析、施工方法等諸方面的技術措施都進行了詳細的論述,並對今後的發展前景提出了一些看法。
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