吻合纖維 的英文怎麼說

中文拼音 [wěnxiānwéi]
吻合纖維 英文
anastomosing fibers
  • : Ⅰ名詞1. (嘴唇) lips 2. (動物的嘴) an animal's mouthⅡ動詞(用嘴唇接觸人或物) kiss
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 纖形容詞(細小) fine; minute
  • : Ⅰ動詞1 (連接) tie up; hold together; link 2 (保持; 保全) maintain; safeguard; preserve; keep ...
  • 吻合 : fit; be identical; coincide; tally
  • 纖維 : fibre; staple; filamentary
  1. Elastic fibers usually occur as individual, refractile, branching, and anastomosing fibers.

    彈性通常是單獨的,折光的,分枝的及
  2. A ' method of analyzing the stresses of the lining of fiber enlaced composite cylindrical shell under internal pressure is raised through building the theory equation with putting the ring shaped stiffener on the point of enlancing fiber. the result is good fit with the traditional finite element analyzing system

    並結對承受內壓的纏繞復材料圓柱殼進行了分析,通過建立理論方程提出了把加強環點建立在纏繞處分析圓柱殼內襯應力應變的方法,計算結果與傳統有限元分析系統計算結果相
  3. Facial nerve - hypoglossal nerve anastomosis, no matter what reason place causes facial nerve loss, want to be able to find facial nerve far end only, the person that facial muscle does not have fiber denaturation, but will at least near side of nerve of partial motion fibrous carries as far as facial nerve side to carry be identical

    面神經-舌下神經術,不論什麼原因所引起面神經損傷,只要能找到面神經遠端,面部肌肉無變性者,可將至少有部分運動的神經近側端與面神經遠側端
  4. According to the basic theory of the cement concrete and the properties of polypropylene fiber, the calculating formulas about beam for the normal section load _ carrying capacity and rigidity and ductibility are presented based on " the design code of concrete structure " ( gb50010 - 2002 )

    參照普通砼的基本理論,結聚丙烯砼的性能特點,在《規范》的基礎上得到了單筋矩形截面梁正截面承載力、剛度和延性的計算公式,並與試驗結果對比較好。
  5. A load - displacement full - process analyzing program of cfrp - confined rc eccentrically loaded columns is given. the computed results of load - displacement coincide with test results

    編制荷載-撓度全過程計算程序對碳布約束偏壓柱進行數值分析,程序計算曲線與試驗曲線良好。
  6. Based on plane section assumption, this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp, and makes a simplification of the methods. a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp, calculating results compare well with experimental data

    本文在平截面假定的基礎上分別推導了碳布縱向粘貼大偏心受壓柱的正截面承載力校核和截面加固基本計算公式,並對公式進行了相應的簡化;運用fortran語言編制相應程序對縱向粘貼碳布大偏壓柱進行了數值分析,本文公式計算結果和程序計算結果均與試驗結果良好。
  7. According to the experiment of influences of fiber structures and the width of edge channel on flow filling, it was found that even a small gap ( l or 2mm ) between the preform and the mold edge could also disrupt the flow pattern, which evidently changed the local permeability of preform. the filling process was simulated using the permeability for different edge width predicted by a. hammami or poiseuille model, which shown good agreement with the experiment results

    實驗研究了鋪層結構及流道縫隙的寬度對充模流動的影響,發現在預成型體和模具壁間存在的較小的縫隙也會對邊緣的流動產生干擾,進而影響增強材料主體的滲透;對于不同的縫隙寬度,分別根據a . hammami模型和poiseuille模型預測邊緣等效滲透率,並進行充模過程數值模擬,與實驗結果較好。
  8. Among those revealed at the genetic and evolutionary computation conference held in london this summer were long - life usb memory sticks, superfast racing - yacht keels, ultra - high bandwidth optical fibres, improved cochlear implants and a cancer - biopsy analyser that matches a human pathologist ' s tumour - spotting skills

    2007年夏天,在倫敦巨型的基因與進化計算論壇中揭露了一些成果,其中就包括了終身使用的usb記憶棒、超快的競賽遊艇的龍骨、超高的帶寬光學前為、改進的耳蝸移植,以及一個與人類病理學家的腫瘤定位技能相的癌癥活組織檢查分析儀。
  9. The load - displacement curves and moment - curvature curves that calculated from the full - course analysis program are in accordance with the resuits of experimental especially in prime period of ioad presents the program is avaiiable

    試驗和全過程分析得到的荷載-撓度曲線對比表明:在加載前期兩者的曲線較好,證明全過程分析能反映碳加固梁的受力特點及程序的正確性。
  10. Firstly, when the pipe flow was laminar, the movement of fibers was computed in the 2 - d force formulae that were deduced from the slender body theory and in 3 - d integral method. results revealed that angles between fibers " axis and the orientation of flow would concentrate gradually on a low number as the re numbers increased. that is, the axis of fibers would rotate toward the orientation of flow

    首先,當管道內流動為層流時,分別利用從細長體理論出發得出的受力公式和三分段積分計算方法模擬了大量在流場中的運動,然後在最終時刻統計了的偏角分佈,並得出相同的結果:隨著re數的增加,粒子的偏角逐漸集中於小角度,即軸線方向越來越集中於流向,此結果與實驗較好。
  11. At first, the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method, and the values of yield load and ultimate load agree with the test result better, and the curve of bending moment - curvature, bending moment - deflection can agree with the results. the second, the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ). it is applicable to both singly and doubly reinforced rectangular sections, as well as flanged sections

    首先利用鋼筋混凝土非線性平衡試演算法對天津大學試驗進行了理論分析,所得分析值與試驗結果相比,加固梁的屈服荷載、極限荷載能夠很好地,彎矩曲率關系曲線及彎矩撓度關系曲線較為;其次,為了滿足實際工程的需要,根據碳布加固構件可能發生的三種破壞形態(壓區混凝土壓碎破壞、碳布拉斷破壞以及受拉鋼筋尚未屈服時壓區混凝土已壓碎破壞) ,區別三種鋼筋混凝土構件截面形式(單筋矩形截面、雙筋矩形截面、 t形截面) ,分別給出了碳布加固混凝土構件抗彎承載力的簡化計算公式和適用條件,並進一步探討了這三種截面形式下進行加固設計和復核的步驟。
  12. Simultaneity, various single fiber strength tests ( sft ) and the single fiber fragmentation techniques were discussed, and the influence of fiber surface treatment on the single fiber strength and the interface load - transfer were discussed in detail. the two parameters weibull statistic theory was used to evaluate the scattering of the tensile strength test results of three types of single fibers with different surface treatments. the following conclusions can be drawn based on the analysis of the results

    同時,文中詳細討論了單強度測試實驗( sft )和單材料斷裂實驗( sfc ) ,重點討論了表面處理對單拉伸強度和界面載荷傳遞能力的影響;採用兩參數weibull統計理論對經過三種不同表面處理的單拉伸強度的測試結果的分散性進行了評價,獲得了理想的實驗結果;分析實驗結果可得到如下結論, sft實驗與sfc實驗獲得的界面剪切強度良好;經過表面處理的玻璃的界面粘結情況較未經處理的玻璃好;經過表面處理的玻璃的界面粘結強度和單拉伸強度均高於未經表面處理的玻璃
  13. Based on the research and analysis of the result of the experiment, this paper defines and studies the coefficient and coefficient and gives out the method of calculation of them. based on the research, this paper develops a calculation method of shear strength of brick masonry walls reinforced with afrp, the result of the calculation fits the result of the experiment well, it may refered to and used in design

    在分析芳綸加固后磚砌體在豎向及水平反復荷載作用下墻體破壞機理的基礎上,提出了芳綸加固磚砌體的受剪承載力設計計算公式,其計算結果與試驗結果較好,可供工程設計參考使用。
  14. Neglecting the influence of concrete stress - path, relative program is presented to make full - process analysis on compression - flexure members confined with cfrp in the compression zone, a key research is to analyze the effect of some parameters including axial compression ratio, thickness of cfrp, concrete strength on strength capacity and displacement ductility of reinforced compression - flexure members

    在忽略混凝土應力路徑的影響下,編制相應程序對碳布粘貼鋼筋混凝土壓彎構件進行了全過程分析及相關參數研究,並把計算結果與試驗結果進行了對比,兩者較好。
  15. A fortran program based on conjugate beam is worked out to analyze repaired beams, and the outcome correlates well with experiment data

    本文利用共軛梁法編制了fortran語言的計算機程序對粘貼碳片材加固后的鋼筋混凝土梁進行了數值分析,計算結果與試驗結果良好。
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