接合式軸承 的英文怎麼說

中文拼音 [jiēshìzhóuchéng]
接合式軸承 英文
adapter type bearing
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • : 軸Ⅰ名詞1. (圓柱形的零件) axle; shaft 2. (對稱部分的直線) axis 3. (圓柱形的纏繞器物) roller; spool Ⅱ量詞(用於纏在軸上的線以及裝裱帶軸子的字畫)
  • : Ⅰ動詞1 (托著; 接著) bear; hold; carry 2 (承擔) undertake; contract (to do a job) 3 (客套話...
  • 軸承 : [機械工程] bearing; axle bearing; bearing of shafts; gudgeon block; mechanical bearing; pillow; s...
  1. Based on the tribological principle and the theory of contact mechanics, it is feasible to adopt curvature - changing structure in the rock - bit journal bearing system. the structure and coupling relationship of curvature - changing journal bearing under the condition without friction have been analyzed and three kinds of sub - form structure configurations, namely, the pseudo - curvature - changing structure, the conformable curvature - changing structure, and the clearance curvature - changing structure, been differentiated according to the contacting features. the shape optimization and pre - running - in regulations of the contact surface of curvature - changing journal bearing under friction condition have been established. the results of rock bit journal bearing test indicate that the tribological behavior of the bearing can be effectively improved by curvature change based on both designing and pre - running - in

    基於摩擦學原理和觸力學理論,提出了可在牙輪鉆頭滑動中採用變曲率結構.在不考慮摩擦的情況下,就結構設計和配關系等問題進行了分析討論,劃分了準變曲率、吻變曲率以及間隙變曲率等3種結構形;針對考慮摩擦時的變曲率結構,提出了觸形狀優化和預磨的實施方案.鉆頭試驗結果表明,無論是預設計變曲率還是預磨變曲率,都能改善摩擦副的摩擦學特性,因而值得進一步研究和推廣
  2. Rolling bearings - combined needle roller bearings - part 2 : needle angular contact ball bearings

    滾動.組滾針.第2部分:滾針角觸球
  3. Special grids is adopted for solid model of conical roller bearings by applying for three - dimensional solid and contact elements, aiming at its characteristic, stress and load distribution of elastic contact problems. finite element model built in the paper is fit for objective practice, with flexible - flexible contact bodies and surfaces - surfaces contact mode

    本文針對汽車后橋傳動錐觸彈性變形特點、觸應力及負荷分佈規律,採用三維實體單元及三維觸單元對圓錐滾子實體模型進行特殊的有限元網格劃分,將觸單元按柔體一柔體處理,採用面一面觸分析模,建立了符實際的有限元模型。
  4. Based on the experimental study and inelastic theory, the ultimate flexural capacity of steel encased concrete composite beams are derived. the difference between steel encased concrete composite beams with full shear connection and beams with partial shear connection, together with the relationship between the inelastic neutral axis of steel parts and concrete parts, are considered in the formulae. the calculation results of the eight specimens with full shear connection and the three specimens with partial shear connection are in good agreement with the experimental data, which validates the effectiveness and efficiency of the proposed calculation methods. furthermore, the nonlinear finite element analysis of the ultimate flexural capacity of the steel encased concrete composite beams is performed. nonlinear material properties and nonlinear contact properties are considered in the finite element analysis. the finite element analytical results also correlate well with the experimental data

    基於外包鋼混凝土組梁的試驗研究和塑性理論,按照鋼梁和混凝土塑性中和相對位置的不同,分別推導了完全剪切連和部分剪切連的外包鋼混凝土組梁的正截面極限抗彎載力的計算公,並對外包鋼混凝土組梁進行了非線性有限元分析,分析中重點考慮了材料非線性和觸非線性. 8根完全剪切連和3根部分剪切連試件的正截面極限抗彎載力的計算結果及有限元分析結果與試驗結果吻良好
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