滑移素 的英文怎麼說

中文拼音 []
滑移素 英文
slip element
  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : Ⅰ動詞1. (移動) move; remove; shift 2. (改變; 變動) change; alter Ⅱ名詞(姓氏) a surname
  • : Ⅰ形容詞1 (本色; 白色) white 2 (顏色單純) plain; simple; quiet 3 (本來的; 原有的) native Ⅱ名...
  1. And rock triaxial serve testing system is used, through model test involving bedded planes and a set of joint normal to the bedded planes in rock mass, multiple sliding failure affected by properties of joints and confining pressure is analysed, the condition triggering multiple sliding failure and characteristics of failure plane are given, under the co - action of inclination of connective joints ( bedded planes ), interlocking conditions of critical joints and confining pressure

    並在室內利用巖石三軸剛性伺服機,通過模型試驗對巖體的層面和一組與層面正交的節理的情況進行模擬研究,分析了結構面性狀和圍壓對復合式破壞的影響,給出了在貫通性結構面(層面)傾角、非貫通性結構面以及圍壓等因共同作用下,節理化巖體發生復合式破壞的條件以及破壞面特徵。
  2. On critical length of flexural slumping rock layer in layered rocky slope and its influencing factors

    順傾邊坡巖層彎曲臨界長度及其影響因分析
  3. The mechanical contribution to this coupling is subject to the hysteresis, metallurgical instability, creep, and slippage at holding clamps.

    引起這種耦合的機械因是由於滯后、金相不穩定性、蠕變和夾以部分的等效應的影響。
  4. And the resuits are as follows : the main hazards in rural area were flood, water - logging, landslide and debris flow, whereas water - logging in cities ; the catastrophe was caused by the natural factors including the heavy rain due to the strong tropical storm, the mountainous terrain conditions in xiangjiang river basin, and the man - made factors including unreasonable project construction, the imperfect disaster warning mechanism, the weak consciousness on disaster prevention and the unperfect disaster risk transfer mechanism etc

    結果表明:農村的主要致災因子是洪水、內澇、坡、泥石流,而城市主要為內澇;此次巨災是在強熱帶風暴引發的暴雨、湘江流域中上游多山的地形條件等自然因,和工程建設不合理、災害預警機制不夠完善、人們防災意識薄弱以及災害風險轉機制不夠成熟等人為因的共同作用下導致的。
  5. According to composition and structure feature of jinjiang landslide analysis, the author considers it was a enormous landslide with the characters about multi - period ( total four slides ) and overlaying, its mechanism of deformation failure attributed to a representative sliding - bending mode in the consequent slope, the stability calculation indicates that no matter what the whole landslide would not slide, while, as earthquake intensity reaching or exceeding vi, the first - period landslide which lies to the south of huangjiagou in the front slip mass and the fourth - period landslide which lies to the north of caojialiangzi in the back slip mass will slide

    由金江坡的組成及結構特徵分析可知,邊坡為一多期次(四次動)兼具超覆特徵的巨型坡,其變形破壞機制屬順層邊坡中比較典型的?彎曲型。穩定性計算表明,坡整體穩定性較好,僅在遭遇度及其以上地震作用的情況下,堆積體前部靠黃家溝以南的第一期坡及靠後部北側曹家梁子的第四期坡堆積體才會失穩;因敏感性分析表明,坡穩定性對地震(尤以強震)最為敏感。
  6. The fieldworks and the test results show that there appears three failure models on the natural slope, that is, rotational slide, translational slide and earth flows. triaxal tests, including the isotropical consolidation drained and undrained compression and anistropically drained tests, are performed on loosely compacted specimens. the critical state line ( csl ) is obtained in the e - lgp " plot based on the results of the above tests

    在野外調查的基礎上,結合試驗成果分析,初步得出自然斜坡破壞的模式,包括旋轉型動、平動及土流等;並對暴雨坡轉化成泥石流的影響因和碎屑物質的運動距離作了定性分析;初步分析了坡轉化成泥石流的流態化機理。
  7. The degrees of crystallinity of pure ptfe under the different conditions of water cooling, air cooling and furnace - varying cooling were made comparison by xrd. the thermal stability of pure ptfe and solid lubricant was analyzed by dsc - tg ; the composition and valence state of elements in the surface of carbon fiber, solid lubricant before and after friction test and lubricant transfer film were characterized by xps ; the frictional property of solid lubricant was tested by pin and disk test rig. the frictional wear property of solid lubricant between embedded bearing sleeve and steel axle friction pair ring was tested by special simulate test machine, the hardness of solid lubricant was tested by pm ; the compression strength of solid lubricant was tested by material test machine

    用sem表徵原料微觀結構、摩擦表面及潤膜表面形貌:用xrd進行原料物相分析,及比較水冷卻、空氣冷卻、隨爐冷卻三種工藝條件下的純聚四氟乙烯樹脂的結晶度;用dsc - tg分析純聚四氟乙烯樹脂及固體潤劑的熱穩定性;用xps表徵碳纖維表面、固體潤劑摩擦前後表面、潤膜表面的元組成、價態變化;用銷盤式摩擦磨損試驗機對固體潤劑進行摩擦性能測試;採用專用的臺架模擬試驗機對固體潤劑鑲嵌軸承套與鋼軸摩擦副間的摩擦磨損性能進行測定;用萊次偏光顯微鏡( pm )測試固體潤劑的硬度;用材料試驗機測試固體潤劑的抗壓強度等。
  8. In the end of this thesis five conclusions were put forward : ( 1 ) hydraulic condition can influence the stability of land slope in different aspects. ( 2 ) the weight of the land slope is the inner factors of land slope, but it ' s not the decisive factor of causing a landslide. ( 3 ) the parameter of anti - shearing strength ( c, ) is the key parameter on analyzing the stability of land slope

    文章最後得出了五點結論: (一) 、降雨對邊坡穩定性的影響是多方面的; (二)體自重是產生坡的內在因,但不是發生坡的決定因; (三)面的抗剪強度指標( c 、 )是進行邊坡穩定性分析的關鍵指標; (四)通過對個舊卡房坡體的位觀測數據的分析,找到了位變化的一些規律; (五)臨預報工作在現實生活中尤為重要。
  9. A large number of researches indicate that water is a sensitive factor of bank ' s losing stability and quay structure ' s slipping damage

    大量研究表明,水是岸坡失穩和碼頭結構破壞的敏感因
  10. And so on, to understand the influence for the m - relation curve of special - shped column rection with considerd the sliding of reinforcement anchoring. and compared the results to rectangle rection, analyzed the effect with the ductility of the special - shaped column by the factor referd ahead

    通過改變荷載角、軸壓比、混凝土強度等級等參數,來深入了解考慮粘結后對異形柱截面彎矩?曲率關系的影響,並分析了上述因對異形柱截面延性性能的影響。
  11. 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,對化學植筋的粘結錨固性能作了較深入的試驗研究和理論分析。文中通過32個化學膠(美亞z3530 )植筋試件的拉拔試驗研究,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對植筋粘結性能的影響,特別是植筋的施工質量對粘結性能的影響是比較容易被忽視的因,對化學植筋的粘結錨固機理、破壞形態、承載力及性能作了比較深入的剖析。
  12. 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根試件的試驗研究,得出了預應力混凝土芯棒能較大地提高構件抗裂承載力,在荷載小於預應力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力混凝土芯棒開裂時預應力混凝土芯棒的抗裂效果不是很好,若將普通鋼筋和預應力混凝土芯棒一起使用時則有很好的抗裂效果。本文分析了預應力混凝土芯棒在軸拉試件中的粘結機理和破壞機理,根據預應力混凝土芯棒本身的特點,提出了預應力混凝土芯棒與后澆混凝土之間的粘結模型。然後本文詳細介紹了經典的裂縫分析理論粘結理論、無理論、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也各不相同。
  13. The movement law that abrasive fluid in centrifugal field is discussed through the analysis of experimental results of high - speed photography, and it is pointed out that in the course of abrasive moving both the moving of layer and the curve changing from front interface to slip are the important factors of influencing processing results

    文中通過對高速攝影實驗結果的分析,探討了磨料流在離心場中的運動規律,指明磨料流在運動過程中,其層的運動及前沿界面曲線的變化是影響加工效果的重要因
  14. As a part of the sino - australian project " aciar 961 / 143 sustainable mechanized dry - land grain production ", this thesis is to study mechanism and influence factors of ground wheel slide. firstly, testing method of ground wheel slide is designed

    通過對地輪作業時的受力情況進行分析,得出土壤性能和地輪的結構參數如輪寬b 、垂直載荷g 、抓地板高度h等是影響地輪的的主要因
  15. Secondly, considering the complexity of the analysis of inclined - loading pile, nonlinear finite element method is adopted to calculate the internal force and displacement of pile group under inclined loads, with the concept of equivalent width presented to simplify 3d problems into 2d problems. and a program is developed as well, which is able to consider the continuity, elastic - plasticity and layered characteristic of soil around the pile shaft. besides, the interactions among pile, base slab and soil are considered in this program and contact surface element is used to simulate slipping and crazing between pile and soil, or between base slab and soil under loads. then, the non - tension analysis is proposed, to reflect the low - tensile property of soil and concrete

    在此基礎上,針對傾斜荷載下群樁基礎分析中的復雜性,提出採用非線性有限元對傾斜荷載下群樁的內力及位進行分析,應用樁的等效寬度概念將空間問題簡化為平面問題考慮,並開發出能考慮樁周土介質連續性、彈塑性、分層性等因的傾斜荷載下群樁內力及位分析的計算機程序,並在程序中考慮了樁、土、承臺的相互作用,提出了採用接觸面單元來考慮荷載作用下樁與土體及承臺與土體間的、開裂;並在此基礎上,提出了傾斜荷載下群樁基礎的「無拉力」分析方法,可有效地反映土體及混凝土材料的低抗拉特性。
  16. The test results show that the grain sizes do not reduce further after 6 passes of ecap, the slip systems of ferrite is mainly belonging to { 110 } < 111 > and { 112 } < 111 > slip system family during the first and the second pass of the ecap with route c, and under the annealing conditions of 300 ~ 550 x lh, ultrafme grains are thermally stable

    研究發現,在c方式ecap變形中,各道次ecap變形細化程度不同, 1道次細化效果最大,隨后道次細化作用逐步減少,變形6道次為實驗用鋼的ecap晶粒細化的極限。鐵體c方式ecap變形第1和第2道次的主要系為{ 110 } < 111 >和{ 112 } < 111 > 。
  17. Three factors, that beam reinforcement relative diameter, concrete intensity, axial compression ratio are considered in the model of slip of longitudinal reinforcement passing through joint, and the correlation between shear deformation and cycle number are simulated four factors that concrete intensity, axial compression ratio, shear compression ratio, hoop reinforcement characteristic number are considered in the model of joint shear deformation, and the correlation between joint shear deformation and cycle number are also simulated

    貫穿節點梁筋的模型考慮了貫穿梁筋的相對直徑、混凝土強度及軸壓比三個因,並根據試驗結果模擬出量隨循環次數的變化規律。節點剪切變形模型考慮了混凝土強度、軸壓比、剪壓比、節點配箍特徵值四個因,並根據試驗結果模擬出節點剪切變形量隨循環次數的變化規律。
  18. The third one describes the properties of working fluid and some experiments on viscous - temperature curves of silicone oil, named as 0. 017m2 / s, 0. 027m2 / s and 0. 037m2 / s. the experimental results demonstrate that the dimension of plate and properties of working fluid have influences on life - span and torque transfer performance of lvc. in chapter four, the strength of each component of lvc were designed and corrected and the new seals were used and the space between the inner and outer plate is 0. 4mm

    第一章主要說明了課題研究的背景和意義、液體粘性聯軸器的工作原理及其在工程上的應用,介紹了常時四輪驅動汽車的概念與分類;第二章在閱讀大量文獻的基礎上,對液體粘性聯軸器的研究成果進行總結,包括粘性聯軸器的扭矩計算,扭矩輸出所受的影響因,駝峰發生的機理、駝峰觸發的溫度、駝峰發生時的最小轉速差,聯軸器在發生駝峰現象之前硅油剪切的內部溫度特性,聯軸器的傳熱模型以及汽車速度、率對轉速差的影響。
  19. It can automate the acquisition, processing and analysis of data. by the experiments on iron ground wheel, a linear regress equation is developed. data analysis shows that the factors which influence the slide of ground wheel include wheel vertical load and height of clutching board

    分析結果表明:影響地輪主要因有:垂直載荷和抓地板的高度,並且抓地板的高度對率均值的影響大於垂直載荷的影響,垂直載荷和抓地板的高度對率方差的影響作用幾乎相同。
  20. By means of high speed digital controller many disturbances, such as the slip, can be diminished significantly and the coil diameter can be determined accurately

    藉助高速數字控制器的應用,通過此種方法可以有效地減小如等各種干擾因的影響,得到準確的鋼卷直徑實時數值,為開卷機張力控制系統提供準確的參數。
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