粘力試驗機 的英文怎麼說

中文拼音 [niánshìyàn]
粘力試驗機 英文
adhesion tester
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 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...
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • : machineengine
  • 試驗 : trial; experiment; test
  1. First, a simple discussion for the mechanism about electrostatic atomization of the liquids has been given ; then the paper theoretically analyzed waving course, liquid drop producing course, and the liquid drop diffusing course in electrostatics atomization process., gave an analysis about the methods about carrying charges to the liquid drop, and analyzed that liquid with high electrical conductivity can be carried charges and atomized by electric field, while the isolated liquid with low electrical conductivity can be charged fully with the soakage electrode and inducing charge methods. at last the paper designed and configured the experimental equipment, conducted the atomization experiment to the three liquid medium - kerosene, emulsifier and alcohol under the same environment, handled the experimental results, then summarized the relationship between liquid electrostatic atomization effect and liquid surface tension, electronic conductivity and viscosity, along with the influence of voltage to electrostatic atomization and so on, found out the liquid atomization rule in high voltage electrostatic field

    首先,對液體介質的靜電霧化理作了初步的探討,理論上分析了液體霧化過程中射流區、波紋區、霧滴區和霧滴擴散區;然後對液體荷電方法進行了研究分析,對于高電導率的液體,場致荷電和接觸荷電可以使其霧化,而對于電導率較低的絕緣液體,需用浸潤電極荷電和感應荷電方法使其充分帶電;最後,根據前面的研究分析,設計和組裝裝置,在同一環境下對煤油、乳化劑、酒精三種不同液體介質進行高壓靜電霧化,並對結果進行分析處理,總結出液體靜電霧化與液體表面張、電導率和度的關系及電壓對液體靜電霧化的影響等,得出高壓靜電場中液體霧化的一般規律。
  2. Abstract : in this paper, an analytical study of the dynamics of the piston in a reciprocating internal combustion engine is conducted. the equations of reynolds and moving of piston are derived. a useful method of solution is obtained. the method is applied to s1100 diesel engine. the results of this study indicate that piston oil film is found to be sensitive to the piston - cylinder bore clearance, the location of the wrist pin and lubricant viscosity

    文摘:對往復式內燃活塞的動特性進行了分析研究,導出了活塞潤滑的雷諾方程和活塞運動方程,給出了可供實用的求解方法,並採用這種計算方法對s1100柴油進行了設計計算與研究.研究結果表明,活塞潤滑油膜歷程與活塞& &缸套的間隙、活塞銷的位置、潤滑油的度等因素密切相關
  3. Based on testing results and soil theory, the modified mechanism of the nanometer silica fume in the clay is proposed : water molecule adsorption action, cementation action and filling action. combining the sem tests, the microstructure features of the cemented soil of nanometer silica fume are concluded

    設計了三組室內,分別探討了納米硅粉對性土物理學性能的影響;結合結果和土質學基本理論,提出從水分子吸附作用、膠結作用、填充作用三個方面探討納米硅粉與性土之間的作用理。
  4. Methods of testing plastics - mechanical properties - determination of cohesion between layers of laminated tube

    塑料方法.第3部分:械性能.方法346a :層壓管層間測定
  5. The sort, material composite, structure properties and conduction mechanisms of eca ( electrical conductive adhesive ) were discussed in this paper. then three types of ega specimens were designed and made, on which temperature cycles test from - 55 ? to + 125 ? and thermal aging at + 125 ? were carried out. changes of the adhesive strength, eca ' s bulk resistance and contact resistance under the environment stress were summarized and a detailed evaluation on these specimens was given

    本文在全面闡述導電膠的分類組成、物理結構、導電理的基礎上,設計並製作了三批導電膠樣品,通過對樣品進行長時間的- 55 ? ? + 125溫度循環和125高溫存儲,總結了導電膠接強度、體電阻和接觸電阻在環境應下的變化規律,對三類樣品的長期可靠性做出了全面的評價,並結合導電膠電阻率和「穿流閾值」的計算模擬,給出了提高導電膠可靠性和電導率的建議,介紹了國內外在高電導率高可靠性導電膠研製方面的一些最新進展。
  6. Field test procedure for determining the mechanical uplift resistance of insulation adhesives over various substrates

    測定各種襯底上方絕緣膠劑抗械提升的現場過程
  7. According to the test result, the mechanism of inorganically post - installed bars with cone - shaped heads was analyzed. and then the anchor intensity formula was formulated. the inorganically post - installed bars with cone - shaped head was carried on the finite element analysis on the spatial axial symmetry model

    根據結果,對帶錐頭無植筋的受理進行了理論分析,推導出帶錐頭無植筋的錨固強度公式,並利用空間軸對稱模型對帶錐頭無植筋進行了有限元分析,提出了利用桿單元模擬鋼筋與混凝土之間的結滑移關系的方法。
  8. 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:在分析飽和土中靜壓樁的貫入理的基礎上,對靜壓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等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,採用準靜態空間軸對稱方程組對靜壓樁貫入過程進行模擬,從而得出土體位移、應、初始超孔壓的空間解析解,同時採用有限元分析、模型槽相互印證的研究方法
  9. In chapter 3, the subgrid eddy - viscosity model for large eddy simulation is applied to calculate the three dimensions unsteady periodic turbulent flow in yantan francis turbine. the pulsating characteristics of some main physical parameters in flow field are found. the calculated axial water thrust of hydraulic turbine agrees with the model - test value

    第三章採用大渦模擬亞格子渦模型,對巖灘混流式水輪的流場進行三維非定常湍流分析,得到了流場中各物理量的脈動特性,計算出ms的軸向水推與模型值大小相當;同時論證了對于下架承重的混流式水輪發電組可採用其推軸承負荷作為水電站廠房振動的最大垂直激振荷載。
  10. Rheometer 、 mooney viscometer 、 carbon black dispersion tester 、 tensile strength tester 、 ozone test chamfer 、 plunger / bead unseating tester 、 dynamic testing systems 、 heat generation & flexing fatigue tester, and other rubber and plastic testing instruments

    硫化儀、門尼度儀、拉、外胎強度/胎唇脫圈阻、耐臭氧、疲勞變形發熱、動態測分析儀、碳黑分散度儀…等各種橡塑料測儀器。
  11. By the observation and analysis to the bearing function and break appearance of the rc beams with different forms in the experiment, and with theories of rc beams and strengthening by gluing steels, the most emphasis is placed on the three problems such as the capability of bearing bending, the classification and mechanism of the premature failure, and the rigidity and deflection under short - dated loading

    通過對中各件梁的受性能及破壞形態的觀察和分析,並結合鋼筋混凝土梁和鋼加固的有關理論,全文重點討論了三個方面問題:即鋼加固梁的抗彎承載,早期破壞的分類和破壞理,短期荷載作用下的剛度和撓度。
  12. Bond testing machine

  13. In this paper, on the foundation of synthesizing engineering practice and study result of planted bar technique by chemistry glue on the domestic and international, embedded experiment study and theories analysis are done about bonded anchor behavior of chemistry planted bar anchorage behavior in this paper, the experimental results of 32 pulling resistance test ( meiya z3530 ) are given, considering some factors to affect bonded anchor behavior of chemistry planted bar such as the strength of concrete anchorage lengths diameter of steel bar and holes thickness of the protecting layer confecting circumstance of the hoop bar and quantity of construction especially which is very easy to be neglected and so on, and bonded anchor mechanism failure mode load carrying capacity and slide behavior are analyzed in - depth

    本文在綜合國內外化學膠植筋技術的工程實踐和研究成果的基礎上,對化學植筋的結錨固性能作了較深入的研究和理論分析。文中通過32個化學膠(美亞z3530 )植筋件的拉拔研究,考慮混凝土強度、錨固長度、鋼筋植筋、鉆孔孔徑、保護層厚度、箍筋配製情況及施工質量等因素對植筋結性能的影響,特別是植筋的施工質量對結性能的影響是比較容易被忽視的因素,對化學植筋的結錨固理、破壞形態、承載及滑移性能作了比較深入的剖析。
  14. This paper analyzed the mechanism of bond between the steel shape and concrete in the src ( steel reinforced concrete ) structures. by a series of src push - out tests, both the bond strength and the relations between the bond stresses and slip, which was usually called bond - slip constitutive relations, were analyzed and studied to solve the problem on bond - anchoring design and the problem on numerical simulation of the bond - slip in fem ( finite element method ) analysis of src structures

    本文分析探討了型鋼混凝土中型鋼與混凝土之間的結滑移理,並通過型鋼混凝土推出( push - outtest )研究了型鋼混凝土結強度、結應-滑移相互關系(結滑移本構關系) ,以解決型鋼混凝土結構中的結錨固問題和有限元分析中的結滑移模擬問題。
  15. Microdeformation mechanism of structural clays and elasto - viscoplastic damage model abstract on the basis of the investigation of the structure of natural sedimentation clays and the simulation of the deformation and rheology of soil particle skeleton under the internal molecule attractive force and electric charge repulsion and the exterior load, a elasto - viscoplastic damage model is constructed in which the soil structure is considered to be gradually damaged in the course of loading, and the effectiveness of the model is verified by the results of laboratory tests and field tests

    本文調查了天然土中存在的結構性,應用大變形有限元法模擬了土顆粒骨架在內部分子吸和電荷斥以及外部荷載作用下的變形和蠕變理,在此基礎上建立了考慮天然土變形過程中結構性不斷受損的彈塑損傷模型,並進行了室內和現場,論證了模型的有效性。
  16. A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete. the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure. the prestressed concrete mandril, which was firstly applied high pressure on a small concrete bar, and then was made in concrete, so it would act as reinforced bar and resist load. in this thesis the writer designed 24 mmnbers and had experimental study of them, reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large, it can enhance the capacity of resisting crack and reduce the crack distance and crack width, but when the loads was large, the effect of resisting crack was not good, when we used the prestressed concrete mandril and reinforced bar together in member, the effect of resisting crack was very good. the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members, and according to the character of the prestressed concrete mandril, the writer constructed the bond model of it. then the writer introduced the analysis theory of crack including the bond - slip theory, the non - slip theory, the synthesis theory and mathematics stat method. the different theory had different theory base, they considered that the primary affection of crack width was different. in this test, the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well. to the members which

    本文共進行了24根件的研究,得出了預應混凝土芯棒能較大地提高構件抗裂承載,在荷載小於預應混凝土芯棒的開裂荷載時有較好的抗裂效果,能較大地減小裂縫間距和裂縫寬度,但是當荷載較大預應混凝土芯棒開裂時預應混凝土芯棒的抗裂效果不是很好,若將普通鋼筋和預應混凝土芯棒一起使用時則有很好的抗裂效果。本文分析了預應混凝土芯棒在軸拉件中的理和破壞理,根據預應混凝土芯棒本身的特點,提出了預應混凝土芯棒與后澆混凝土之間的結模型。然後本文詳細介紹了經典的裂縫分析理論結滑移理論、無滑移理論、綜合理論和數理統計方法,各理論有著各自不同的理論基礎,認為影響裂縫寬度的主要影響因素也各不相同。
  17. Standard practice for determining the adhesion of print media utilizing mechanical stress : two different test methods - score tape and cross hatch

    利用械應測定印刷媒體著性的標準規程:兩種不同的方法.劃痕膠帶法和斷面線法
  18. Standard test methods for assessing the adhesion of metallic and inorganic coatings by the mechanized tape test

    械化磁帶評定金屬和無覆層的標準方法
  19. Through abnormally testing the foundation soft clay from a high - way in sichuan province, the paper researches the reason that volumetric strain, deformation and lateral force coefficient of saturated clay change with changing of degree of consolidation and time

    本文通過對四川某高速公路地基軟土的室內特性非常規,深入探討了飽和土的體變、形變、側壓系數隨固結程度,隨時間的變化理。
  20. Standard test method for pressure mottling and blocking resistance of organic coatings on metal substrates

    金屬襯底表面有塗層耐壓斑跡和抗連性標準方法
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