等靜壓力 的英文怎麼說

中文拼音 [děngjìng]
等靜壓力 英文
isostatic pressure
  • : Ⅰ量詞1 (等級) class; grade; rank 2 (種; 類) kind; sort; type Ⅱ形容詞(程度或數量上相同) equa...
  • : Ⅰ形容詞1. (安定不動; 平靜) still; calm; motionless 2. (沒有聲響; 清靜) silent; quiet Ⅱ名詞(姓氏) a surname
  • : 壓構詞成分。
  • : 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. The powder was pressed through molding and cold isostatic pressure, which increased the density and decreased the uneven distribution of stress inside the briquet to make the ceramic briquet equally compact

    粉料採取模和冷相結合的方法制,增大了坯體內部的密度並減少了應的分佈不均,得到均勻緻密的陶瓷坯體。
  2. We possess accurate processing equipments, such as hydrogen making equipment, reducing furnace, isocratic press machine, 500t capacity hydraulic machine, intermediate frequency induction furnace, high or low temperature fritting durance and forging equipment, which forms whole production line

    公司擁有制氫裝置、系列制粉還原爐、等靜壓力機、 500噸油機、中頻感應爐、高低溫燒結爐、鍛造設備及精密加工設備。
  3. When the design pressure of the reactor / regenerator is less than or equal to the design pressure of the main fractionator, or there is some absolute mechanical limit to the regenerator pressure ( plus the static head difference between the regenerator and reactor ) that is less than the main fractionator design pressure, the units do not need large relief valves on the main fractionator

    當所設計反應器或交流熱換器的小於或於主分餾器,又或者有些機械上無可避免的限制(還有就是兩電頭的不同)小於交流熱換器的,其時整個部件就不需要大的調劑電子管了。
  4. Spherulites dimension also decreases due to the chemical changes occurred during pan - milling. viscosity test shows that chain scission occurred during pan - milling, which caused slight reduction of mechanical properties. polypropylene / polyamide 6 ( pp / pa6 ) ultra - fine powder was prepared through pan - milling at ambient temperature

    通過磨盤碾磨在常溫下制備了聚丙烯/尼龍6 ( pp / pa6 )超細復合粉體,其粒徑可通過碾磨時間、磨盤轉速、磨面、碾磨溫度工藝參數控s摘要一制。
  5. Objective : to investigate the effect of pumpless portosystemic bypass in clinical piggyback liver transplantation. methods : after catheterized inferior mesenteric vein, the silastic catheter ( filled with heparin saline ) was connected with the catheterized tube of internal jugular vein or subclavian vein in four piggyback liver transplantation patients. the channel was opened after the portal vein was occluded. the portal vein blood poured into the superior vena cava through the pumpless channel. the changes of mesenteric congestion, portal vein pressure, blood pressure and pulse were observed. results : during the occlusion of portal vein, the portal vein pressure was increased greatly, the intestine was congested and swelled obviously and the blood pressure and pulse fluctuated gently. after the pumpless bypass opened, intestinal congestion and swell were abated markedly, the portal pressure, blood pressure and pulse gradually returned to normal range. conclusions : pumpless portosystemic bypass shows a great effect on clinical piggyback liver transplantation. it is a feasible and economical method

    目的探討背駝式原位肝移植術中採用體外門-體脈無泵轉流的臨床效果.方法4例行背駝式原位肝移植患者,腸系膜下脈屬支插管經體外硅膠管(充滿肝素鹽水)與頸內脈或鎖骨下脈插管相接,在阻斷門脈后開通腸系膜下脈插管,門脈血從體外無泵轉流管流入上腔脈,觀察轉流前後腸道瘀血、門、血、脈搏變化情況.結果門脈阻斷后腸道明顯瘀血、腫脹,門明顯升高,血、脈搏有不同程度的波動,無泵門脈轉流開放后,腸道瘀血、腫脹明顯好轉,門逐漸恢復正常水平,血、脈搏恢復正常.結論背駝式原位肝移植術中體外門-體脈無泵流具有方便、經濟、實用優點,具有良好的臨床效果
  6. This paper establishes a model simulating dam actual placing process and considering the non - continuity of initial temperature on the boundary of new and old concrete, daily air temperature change, concrete - placing temperature, hydration heat, heat insulation on boundary, water - storing process, placing intermission and curing with water. the calculation of stress field considers the concrete weight, static water pressure, thermal stress, different autogenous volume change between rcc and normal concrete, change of elastic modulus of concrete with age and creep action

    考慮了乞今最為全面的初始條件和邊界條件,包括模擬壩體的實際升程過程,考慮了新老混凝土接觸面上的初始溫度不連續,逐日的氣溫變化,混凝土的入倉溫度,水化熱溫升,邊界保溫,水庫蓄水過程,澆築間歇以及灑水養生因素;應場的計算考慮了混凝土的自重,,溫度應,常態混凝土與碾混凝土不同的自生體積變形,混凝土的彈性模量隨齡期的變化以及徐變的作用。
  7. Abstract : reviewed are five methods for the analysis of the penetration of jacked - in piles, namely, cavity expansion method, strain path method finite element method, slip line method and calibration model test. after analysis, it is pointed out that it is more rational to adopt sub - statical spatial axisy numerical formulas based on traditional plane - strain cavity expansion method in the analysis. after spatial closed - form solutions are obtained for soil movements, stresses and initial excessive pore pressures generated durihy pile penetration are found out. it is suggested that finite element analysis together with centrifugal model test be used in verifying the results

    文摘:在分析飽和粘土中樁的貫入機理的基礎上,對樁沉樁分析的圓孔擴張理論、應變路徑法、有限元分析、滑移線理論和模型槽試驗五種方法逐一進行評述,並提出在傳統的平面圓孔擴張理論基礎上加以改進,採用準態空間軸對稱方程組對樁貫入過程進行模擬,從而得出土體位移、應、初始超孔的空間解析解,同時採用有限元分析、模型槽試驗相互印證的研究方法
  8. Spas not only offer treatments to make you feel special and pampered, but their very environment is also designed to instil feelings of relaxation and luxury. several spas in hong kong offer treatment specifically to combat the effects of jetlag, while others incorporate local cultural features in their treatment

    水療中心主要為顧客提供一個舒適寧的環境,讓您享受香薰浴水療按摩特色按摩美容修甲服務,鬆弛都市人工作過后的緊張神經,消除,令您感到每一寸肌膚都備受細致呵護。
  9. The large concrete structures, such as bridges, safety hull of nuclear power plants, sea oil plateforms et al. are subjected to not only static loads, but also dynamic loadings such as vehicles, nuclear power, wind, wave, water flow and violence earthquake

    許多大型的混凝土結構工程,如橋梁、核電站安全殼、殼、海上採油下臺,不僅受到載荷的作用,還要受到諸如車輛、核動、風、浪、水流和強烈地震動荷載的作用。
  10. The collapsible loess is often met during the construction of the high - grade highway in the loess area, and the main failure is the uneven subsidence of the roadbed and the culvert, which affects the safe usage of the roadbed and the culvert, etc. directed against this, based on the chankou - lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of the pile and the soil, compares the p - s curves of one pile, the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test, evaluates the bearing capacity of the composite ground of the project

    黃土地區的高級公路建設中經常遇到濕陷性黃土問題,其病害類型主要是地基土受水浸濕后引起路基、橋臺、涵洞的不均勻沉降,直接影響路基、構造物的正常使用。針對此問題,本文依託甘肅讒口至蘭州柳溝河高速公路建設工程,對橋基灰土樁復合地基應用的可行性進行了深入分析,根據具體工程進行了合理的設計與計算,並配合現場載荷試驗及盒實測數據,探討了基底應分佈規律,樁土應比,變形模量的變化關系,對比分析了單樁、單樁復合和雙樁復合的p ? s關系,對橋基灰土樁復合地基承載進行了整體評價。
  11. And the result is that the domain structure of pmn - pt can be achieved successfully using df3 - r microcantilever when vac 3v, f = 5 - 20khz. different cantilevers and electric fields are studied respectively in order to weaken and even eliminate the effect of electrostatic force

    在研究pfm檢測電疇的過程中,為了減弱甚至消除的干擾,對不同微懸臂、施加電因素逐一進行分析研究。
  12. ( 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,分析了上埋式地下管道橫向學計算方法和性狀並探討了上埋式地下管道的減荷問題: ( 1 )在分析現有幾種典型的管道垂直土計算方法的基礎上,探討了影響垂直土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學的方法,建立了地下管道柔性圓環和剛性管涵的橫向計算方程,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、管道和基礎的共同作用、土體的非線性特性、初始應場以及土體和管道的接觸面因素的影響,利用有限元的思路,建立了地下管道橫向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 ,針對上埋式管道工程算例,得出了管周土以及管道橫截面應的分佈狀況和規律,並和理論值進行對比;針對施加柔性填料的上埋式管道工程實例,得出了減荷后的土分佈,並和實測值進行了對比。
  13. To directly estimate the life of this kind of motor, and to design a orbit curve with the longest life at same condition, this paper gives theoretic research of the equal contact stress inner curve of radial piston motor. the research is divided into four parts : 1 ) taken all forces the piston endured into consideration when radial piston motor working, the force between roller ( or ball ) and orbit is deduced. the simple style of the press expression can be confirmed by ignoring minor influence factors after analysis all factors that will influence this press

    傳動技術在各類工程機械中得到廣泛的應用,對作為其核心部件的徑向柱塞式低速大扭矩液馬達的研究顯得十分重要,為了能直接對這種馬達進行壽命估計,並能在相同工況下求得壽命最長的軌道曲線,本文從設計接觸應內曲線的角度對這類馬達作探討性的研究,主要從以下四個方面進行: ( 1 )綜合考慮徑向柱塞式液馬達工作時的各種主要受狀況,對柱塞組件進行受分析,並通過模擬分析影響軌道和滾動體間正的各個因素,得到正的簡化表達式。
  14. The convective term is solved by ausm + ( a sequel to ausm which means " the advection upstream splitting method " ). the 7 species 8 steps model and 7 species 7 steps model of hydrogen / air is used in the hydrogen reacting flowfield, the 9 species 5 steps model of methane, the 10 species 10 steps model of ethane and the 10 species 13 steps model of kerosene are used in the hydrocarbon reacting flowfield, the results of the distributions of velocity, mach number, pressure, static temperature, total temperature, species mass fraction and the combustion efficiency are gained, and the numerical results of the pressure of hydrogen and methane are compared with those of the experiment

    計算中通量項採用ausm +通量分裂格式,氫反應流場採用氫/空氣的七組元八方程模型和七組元七方程模型,碳氫反應流場採用甲烷的九組元五方程模型、乙烯的十組元十方程模型和煤油的十組元十三方程模型,得出了超燃發動機燃燒室流場的速度、馬赫數、溫、總溫和組元質量分數分佈及燃燒效率性能參數,其中氫和甲烷的計算分佈與實驗結果進行了比較。
  15. In the paper, static and dynamic triaxial tests were conducted on fiy ash at shanmenxia longgou ash dam, and the static and dynamic parameters of fly ash were obtained. thirdly the 2 dimensions static analysis of the ash dam was conducted based on biot ' s consolidation theory and duncan ' s nonlinear stress - strain model. finally the plane dynamic behaviors of the ash dam during earthquake of intensity 7 were analyzed based on the exponent function model of excess pore water pressure aroused by earthquake, which is put forward in the paper, and equivalent visco - elastic dynamic fem model and principle of effective stress

    本文結合實際工程,對三門峽火電廠龍溝灰壩的築壩粉煤灰進行了、動三軸試驗,確定了該壩粉煤灰的學指標;然後根據比奧( biot )固結有效應原理,採用鄧肯( duncan )非線性應應變模型,對該灰壩的二維和變形狀態進行了分析;最後利用本文提出的地震超指數函數模型,採用價粘彈性動有限元方法,對該灰壩在地震作用下的動穩定性進行了分析評述。
  16. Based on comparison of several technical schemes, the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted. so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing, including numerical analyses for the thickness of sand bedding, the consolidation, settlement and stability of foundation, drainage, possibility of foundation liquefaction under seismic loading, et al. ( 2 ) monitoring at construction stage and checking the effect of foundation treatment, including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank, pore pressures and horizontal displacements in foundation, the pressure distribution at the bottom of oil tank and the strength increase of soils

    通過多種技術方案比較,最終選擇了技術先進的砂墊層預抬高分級充水預法,論文工作主要由以下兩部分組成: ( 1 )砂墊層預抬高分級充水預法的適用性研究,其中包括砂墊層厚度、地基沉降與固結度、地基穩定性、降水、地震作用下砂土液化的可能性方面的計算分析; ( 2 )施工監測與地基處理效果檢驗,其中包括油罐環梁基礎沉降速率與不均勻沉降程度、各分級充水加載階段地基超與深層水平位移、油罐底板分佈及地基土強度增長方面的實測與數據分析。
  17. Abstract : based on laboratory test results, a model for predicting the residual deformation of soft clay under impact loading is proposed in this paper, which fits well with other test results. this model, considering several factors which affect the residual deformation such as confining pressure, impact energy and the number of impacting, can be used for the deformation prediction in the treatment of saturated soft clay by the drainage consolidation method of combining static and dynamic loading

    文摘:在試驗基礎上建議了一個預測沖擊荷載作用下飽和軟粘土殘余變形的計算模式,該模式考慮了周圍、沖擊能大小、沖擊次數和沖擊遍數幾個因素.對計算模式的驗證表明,預測值與實測值吻合較好.該模型可用於動結合排水固結法處理軟基時的變形計算
  18. The shahe pumped - storage power station with two 50mw reversible units has been in good conditions on general since it was put into operation, but there still were some defects, such as the failure of unit ' s contemporaneous device, the insufficient cooling water discharge and pressure, and the failure of static frequency converter and excitation overcurrent

    摘要沙河抽水蓄能電站兩臺50mw可逆式機組自投運以來,總體情況良好,但是也出現了一些缺陷,如機組同期裝置故障,機組冷卻水流量或不足,止變頻器故障,勵磁過電流故障
  19. Abstract : the paper makes cliscussion on the problem of how to select the following computing indices : modulus, static earthpressre coefficient, strength from the excavation unloading projects computations. also it gives a large amount of data, examples and proofs

    文摘:該文對開挖卸荷工程計算中所得到的模量、止土系數、強度計算指標的選取問題進行探討,並給出了大量的數據例證。
  20. At the base of participating in the system design and debug of the dy - 500 hip - sinter low - pressure and vacuum sinter stove which is investigated by the zigong horniness - alloy ltd. this paper conclude the practice and work, according to the sense and the embed analysis, this paper including : aim at hip - sinter stove, analyse technics principle of the dewaxing, the vacuum sintering and the hot isostatic pressing by low pressure

    在參與自貢硬質合金有限責任公司研製的dy - 500型低真空燒結爐自動控制系統設計和調試的基礎上,本論文對實踐工作進行了總結與提高。根據現場經驗和深入分析,論文的主要內容有:針對低真空燒結爐,分析脫蠟、真空燒結、低工藝原理,並論述了溫度、真空度、三個主要因素對生產過程的影響。
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