粘度計比率 的英文怎麼說

中文拼音 [nián]
粘度計比率 英文
viscosimeter proportions
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : Ⅰ動詞1 (比較; 較量高下、 長短、距離、好壞等) compare; compete; contrast; match; emulate 2 (比...
  • : 率名詞(比值) rate; ratio; proportion
  • 比率 : ratio; proportion; rate比率計 ratio meter
  1. The grade composite, road performance and its mechanism are systemically studied. 1 ) the aggregate grade of ogfc is studied through the volume method base on the analysis of the aggregate grades. then the grade is verified and the relation between the grade and pore rate is studied statistically, the typical grades of ogfc are developed ; 2 ) the reasonable pore rate of ogfc is studied on the basis of the balance of mechanics and function performance ; 3 ) the mineral fiber is added to the ogfc mixes to increase asphalt content, thus the anti - water performance of ogfc mixes are improved ; 4 ) high viscous asphalt fit for the preparation of ogfc is prepared through composite modification by sbs and rubber powder ; 5 ) the mechanics mechanism of ogfc is studied in the paper, it shows : asphalt paste, as well as the coarse aggregate skeleton, is essential to the mechanics of ogfc

    在分析各國ogfc級配的基礎上,運用礦料體積法進行ogfc級配設,用正交實驗對礦料級配進行了優化設,運用數理統方法分析礦料級配和孔隙之間的關系,並回歸出礦料關鍵篩孔通過與ogfc骨架空隙結構關系的數學方程,進而提出了ogfc的合理級配;通過對不同孔隙典型級配混合料的性能研究,綜合力學和功能性能,得出了ogfc的合理孔隙范圍:針對高速公路面層對ogfc力學性能方面的要求,本文從瀝青膠結材料、纖維穩定劑兩方面對ogfc的性能進行改善:通過sbs和橡膠粉復合改性的方法開發出了適合ogfc的高改性瀝青,摻加聚合物纖維,提高ogfc的最佳瀝青用量,進而改善了混合料的高溫性能和抗水損害性能,優化設出能滿足高速公路路用性能,車轍動穩定達5000次/ mm以上,動融劈裂強90 ,透水系數31ml / s ,並具有防滑降噪功能的開級配瀝青磨耗層( ogfc )混合料。
  2. Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models, interfacial stress at the end of plate is deduced. after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward, strength prediction formulas of compound beams under plate end debonding failure are established. in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode, several bond strengths and their relation are introduced

    對于板端剝離破壞,在總結現有承載力模型的基礎上,利用已有試驗數據對各承載力算公式進行了分析較,進一步採用分階段分析法,推導了板端界面應力的算公式,在此基礎上,採用加固復合梁有效慣性矩的修正公式,建立了考慮名義配筋和板端偏移影響的板端剝離破壞梁承載力的算公式;對于跨中受彎裂縫導致的結破壞,闡述了常見的幾種結強之間的區別和聯系,並基於拉剪結強,提出了跨中受彎裂縫導致結破壞的承載力算公式,並利用現有試驗結果確定了模型中的一些參數;最後,利用試驗數據對本文建立的兩種結破壞承載力算公式進行了檢驗,結果基本吻合。
  3. The development of mass transfer in the system of vapor - liquid - liquid three - phase distillation from trays was introduced, the effects of the hydrodynamic conditions e. g. vapor velocity and ratio of liquid to vapor loading and physical properties of liquid phase, including surface tension, interfacial tension, viscosity or dispersion viscosity, density, relative volatility etc. and the volume ratio of oil to water on mass transfer were discussed systematically, the influence of the second liquid on mass transfer efficiency was also investigated, a gnat deal of viewpoints and suggestions having been put forward in this paper are significant important for optimizing design of distillation tower

    摘要介紹了氣液液三相精餾塔板傳質性能研究的進展情況,討論了氣速、液氣等操作條件,表面張力、界面張力、液體的或分散、密和相對揮發等物系性質以及油水體積等多種參數對傳質效的影響,探討了第二液相的存在對傳質的影響,文中的許多觀點獲和建議對于優化精餾塔的設具有重要的指導意義。
  4. 4. based on energy equivalence and power equivalence method separately, the additional damping ratio formula of nonlinear viscous damper is derived and it ' s suggested power equivalence method is more suitable for nonlinear viscous damper. then the transforming equality between actual and spectra velocity of structure is derived, based on which, the additional damping ratio equation is revised

    4 、分別採用能量等效方法和功等效方法,推導了非線性滯阻尼器的附加阻尼公式,指出功等效法更適合於非線性阻尼器;推導了結構的實際速和譜速之間的轉換公式,基於該轉換公式修正了功等效方法下的附加阻尼算公式。
  5. In view of at present on the solid bridge the high - damping rubber dampers use the press capability of high damping rubber, the material utilization ratio is low, in this paper, the high damping rubber shearing damper has been put forward. by way of shearing capability trial of the high damping rubber damper test objects, the effects of laws concerning frequencies, temperatures and layer ' s thickness on the behavior of the damper are obtained ; and one kind of simple and convenient design method of high damping rubber shearing damper has put forward. finally high - damping rubber shearing damper is in simple comparison with viscous shearing damper

    鑒于目前實橋上高阻尼橡膠圈是利用的高阻尼橡膠的擠壓性能,材料利用低,本文提出了剪切型的高阻尼橡膠減振器,通過高阻尼橡膠減振器試件剪切性能試驗,獲得了頻、應變幅值,厚等各種參數對高阻尼橡膠減振器試件的影響規律,並提出了一種簡便的高阻尼橡膠剪切型拉索減振器的設方法,最後並與性剪切型阻尼器做了簡單較。
  6. Based on prandtl ' s momentum transportation, this paper calculates in detail the physical quantities such as eddy viscosities, and ratio of eddy viscosity to motion viscosity, total stresses with respect to relative position in three regions of viscous sub - layer, buffer layer, and main turbulent stream for non - newtonian fluid flowing turbulently in ducts, which according to karman ' s three layer models and measurement of fluid parameters in evaluation apparatus, discusses the influence of polymer drag reduction on flowing properties of non - newton fluid, analyzes quantitatively principle of turbulent reduction phenomenon and condition of increasing reduction rate

    摘要以普蘭德動量傳遞理論為基礎,按照卡門的三層模型,通過室內模擬環道用0號柴油及加入減阻劑在圓管內的流動參數的測定,算了非牛頓型流體管內湍流邊界層的層流內層、過渡層、湍流中心的渦流,渦流與運動、總應力隨相對位置的變化等定量參數,探討了高分子減阻劑對非牛頓流體流動特性的影響,對湍流減阻現象的機理與增大減阻的條件進行了定量分析。
  7. In order to determine the relations between the four main bond - anchoring factors - concrete strength, concrete cover thickness, steel shape embedment length and the ratio of the transverse hoops - and the bond strength, and establish the bond - slip constitutive relations, 16 standard push - out test specimens were designed, and 4 comparison specimens were additionally designed to find the difference of the bond performance between the web, inside and outside of flanges the steel shape

    了16個型鋼混凝土標準推出試件,以考察混凝土強、型鋼的混凝土保護層厚、型鋼埋置長及橫向配箍四個主要錨固條件與結強的相互關系和型鋼混凝土結滑移本構關系;設了4個對試件,以考察型鋼翼緣內側、外側和腹板與混凝土結性能的區別。
  8. ( 5 ) simplified calculation method without considering degradation of bond strength and response surface method using analysis output by fem is carried out to calculate the time - dependent reliability of corroded structure separately. the influence of chloride diffusion rate and steel corrosion ratio on structure reliability is discussed. the applicable scope and the calculation difference between the two methods are compared

    ( 5 )分別採用不考慮混凝土與銹蝕鋼筋之間結力減弱的簡化方法和利用非線性分析結果的響應面方法算銹蝕鋼筋混凝土結構的時變可靠,研究了氯離子侵蝕速、鋼筋銹蝕對結構可靠的影響,並分析較了這兩種可靠算方法的適用范圍和算差異,為混凝土結構基於可靠的耐久性鑒定提供了實用判別方法。
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