管狀截面 的英文怎麼說

中文拼音 [guǎnzhuàngjiémiàn]
管狀截面 英文
tubular section
  • : Ⅰ名詞1 (管子) pipe; tube 2 (吹奏的樂器) wind musical instrument 3 (形狀似管的電器件) valve;...
  • : Ⅰ名詞1 (形狀) form; shape 2 (情況) state; condition; situation; circumstances 3 (陳述事件或...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • 管狀 : siphonate; tubulose; tubulous管狀花 [植物學] tubular flower; 管狀散熱器 tubular cooler; 管狀通道 ...
  1. The influencing factors of coal arch camber in planomural coal bin and coal drop pipe with rectangular or circular cross section during coal drop are studied theoretically

    摘要對落煤過程中平壁煤倉及分別為矩形、圓形的落煤起拱的影響因素進行理論研究。
  2. This text firstly wields theories and ploys as strategical administration matrix, balance - point of profit and loss, five competitory models and burgeoning strategical administr ation, which is to make a comparatively embedded analysis on broadband inside - and - out side condition including technical level, consumer characters, competitive status and mark eting status, etc, to bring forward available correspondence hypothesis of consumere and to put forward two ways - out for small - and - medium sized providers by swot matrix and big strategy matrix. one is gradualism retreat tactic. considering the particularity of broadband network industry, this text gives the design of gradualism retreat pattern. the other is incorporate strategy of scale domino and much more effective negotiationchip. especially, this text puts emphasis on discussion of incorporate implement methods, proposing to adopt the way of demanding contrast prise - fixing and output pluralism of products so as to induce the consumers to cut down marketing breeding periodicity, use crm to establish core competity for small - and - medium sized providers and simultaneously lay a foundation of next commingle dealing in this field

    本文運用戰略理理論中戰略理模型、價值鏈、盈虧平衡點、五種競爭力模型、新興產業戰略理、市場營銷學等思想理論和方法,對寬帶網產業內外環境(包括技術、競爭況、市場況等)進行詳細分析,總結了中小型寬帶網運營商在市場營銷、資源配置、經營成本、產品結構、政策制等幾個方的優劣勢,並析出其中的關鍵因素,運用大戰略矩陣、 swot分析矩陣,提出中小型寬帶網運營商一進一退兩種然不同的發展戰略,即「漸進式退出」策略和「一體化」策略。
  3. The following results are obtained : ( 1 ) the flow in rotating helical pipes are affected by dean number, curvature, torsion ( or germano number ), the ratio of the coriolis force to the centrifugal force f number ( or rossby number ) and the geometry of the cross section

    研究結果表明: ( 1 )旋轉螺旋道流動特性受dean數、曲率、撓率(或germano數) 、科氏力與離心力之比f數(或rossby數)以及的形五種因素的影響。
  4. Employing perturbation method and numerical simulation, we study the flow in rotating helical pipes including different rotations, different cross sections ( circular, elliptical, annular and square cross section ), and different geometrical structures

    採用攝動方法和數值計算方法,研究了處于多種旋轉態下、多種(圓、橢圓、環形、矩形) 、不同幾何結構旋轉螺旋道流動。
  5. ( 2 ) respectively by elastic theory analyses and methods of structural mechanics, transverse static analytical equations for flexible pipeline rigid pipeline are established whose outcomes are applied in numerical example to compare those with that by finite element method. ( 3 ) considering interaction of filled soil, pipeline and foundation, with an eye to non - linear soil model, in view of the initial geo - stress field and the effects of interface between soil and pipeline, and by finite element method the calculational model and method are built for transverse stress in pipeline. then, by the great finite element analytical software ansys, those outcomes are applied in calculation example of positive buried pipe to educe the distribution of circumjacent soil pressure and stresses on cross section and to compare it with that calculated by conventional ways before those outcomes are applied in engineering case of positive buried pipe with flexible filled materials to confirm distribution of soil pressures after the measure for reduction and to compare it with measurements. as a result, the model set up in this paper is proved to be applicable after all above - mentioned analyses

    本文基於彈性理論和有限元原理與方法,分析了上埋式地下道橫向力學計算方法和性並探討了上埋式地下道的減荷等問題: ( 1 )在分析現有幾種典型的道垂直土壓力計算方法的基礎上,探討了影響垂直土壓力的主要因素以及改進的方法; ( 2 )分別通過彈性理論分析法和結構力學的方法,建立了地下道柔性圓環和剛性涵的橫向靜力計算方程,並應用在算例中,把所得結果和有限元方法所得結果進行對比分析; ( 3 )考慮填土、道和基礎的共同作用、土體的非線性特性、初始應力場以及土體和道的接觸因素的影響,利用有限元的思路,建立了地下道橫向力學有限元計算模型和方法,並且採用大型有限元分析軟體ansys ,針對上埋式道工程算例,得出了周土壓力以及道橫應力的分佈況和規律,並和理論值進行對比;針對施加柔性填料的上埋式道工程實例,得出了減荷后的土壓力分佈,並和實測值進行了對比。
  6. The main achievements are as follows : the theory models of defect mfl field are set up ; based on the magnetic dipole model and finite element model, the distribution of defect mfl field is simulated in the dissertation ; the component of flux density ( magnetic filed ) parallel to the surface of pipe is detected by a circumferential array of hall probes ; the factors including defect geometry parameters, defect surface angle and shape, pipe material, field intensity, vehicle velocity, background magnetization, operating pressure and remanent magnetization and so on influence the mfl signal characteristics

    採用霍爾元件作為缺陷漏磁檢測傳感器,獲得道軸漏磁場切向分量的漏磁信號;研究了缺陷外形尺寸、缺陷傾角和形道材質和磁化強度、檢測儀移動速度、道背底磁場、內壓力和剩磁對漏磁信號的影響。提出了各通道增益放大、各路漏磁信號偏離調整、波形微分、數字濾波和平滑等漏磁信號預處理方法;分析了等空間采樣的漏磁信號轉換為等時間采樣信號的必要性,研究了漏磁信號的小波去噪方法。
  7. Tpih ( tube - bending process using local induction heating ), used as a new process method to prevent the producing of unequal distribution of the wall and ovality in the tube, has been widely applied in fields of petroleum chemical industry, light industry, pipe engineering, aeronautics and astronauts industries, etc.

    加熱彎是防止材彎曲畸變與壁厚不均勻的一種新的工藝方法,廣泛的應用於石油化工、輕工、道工程、航空航天等工業部門。
  8. Analyses of circumjacent earth pressure distribution establish the mechanical model of basic loads about stability, strength and stiffness of pipeline while defmitude of cross section stresses has a bearing on design purposes of production and practicality

    道周邊土壓力分佈性的分析奠定道穩定性、強度和剛度計算的基本荷載的力學模型,而道本身橫應力的確定關繫到生產實用的設計目的。
  9. ( 3 ) using the finite element program abaqus / standard 6. 4, theoretical model was built to analyze the load versus deformation relationship curves. furthermore, the stress distributions in the core concrete during the loading, the composite interaction between the steel tube and the concrete were studied. these analysis processes were carried out under two different conditions, namely at the ambient temperature and after exposure to fire

    ( 3 )利用有限元軟體abaqus / standard6 . 4 ,建立了火災后鋼混凝土構件的理論分析模型,對火災后軸壓、壓彎構件的荷載-變形關系曲線進行了分析,比較了常溫和火災后構件在受力過程中上的應力分佈態以及鋼與核心混凝土之間的相互作用,較深入地認識了火災后鋼混凝土構件的受力特性。
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