bearing bond 中文意思是什麼

bearing bond 解釋
軸承粘合劑
  • bearing : n 1 忍耐，忍受。2 態度，舉止，風采，姿態。3 關系，影響，方面，聯系 （on; upon）; 意義。4 〈常 pl ...
  • bond : n 1 結合（物），結合力，黏合（劑），聯結。2 束縛，羈絆； 〈pl 〉 拘束；鐐，銬。3 契約，契約義務，...
  1. Plain bearings - metallic multilay er plain bearings - destructive testing of bond for bearing metals

    雙金屬結合強度破壞性試驗方法
  2. Plain bearings - metallic multilayer plain bearings - destructive testing of bond for bearing metals

    滑動軸承雙金屬結合強度破壞性試驗方法
  3. According to the geometrical characteristics of the surface on the deformed bars, considering the interfacial properties of the corrosion reinforcement and concrete, such as the microscopic mechanics model of corroded reinforcement ribs, the deterioration of ribs on the bearing surface of the deformed bars after corrosion and the effect of corrosion products of corrosion reinforced bar on the bond strength, and analyzing the distribution and interaction of the forces on the surface of the corrosion reinforcement and concrete, the calculation expressions of the bond strength between corroded deformed bars and concrete with and without transverse steel are established

    從變形鋼筋的表面幾何特徵出發，考慮了鋼筋銹蝕后鋼筋與混凝土接觸面的特徵，例如鋼筋橫肋在銹蝕狀態下的細觀力學模型，鋼筋銹蝕后鋼筋橫肋高度的變化和銹蝕產物的生成對粘結力的影響。通過分析接觸面上各種力的分佈形式及相互關系，建立了有橫向鋼筋和無橫向鋼筋約束作用下，鋼筋與混凝土之間粘結力的計算表達式，且與相關文獻的結果進行了比較。
  4. Adhesives for load - bearing timber structures - test methods - part 1 : determination of bond strength in longitudinal tensile shear strength

    承重木構件用粘接材料.試驗方法.第1部分:縱向拉伸剪切強度中粘結強度的測定
  5. Adhesives for load - bearing timber structures - test methods - part 1 : determination of bond strength in longitudinal tensile shear strength ; german version en 302 - 1 : 2004

    承重木結構件用粘接材料.試驗方法.第1部分:測定縱向
  6. Adhesives for load bearing timber structures - test methods - determination of bond strength in longitudinal tensile shear strength

    承重木結構用膠粘劑.試驗方法.縱向抗拉伸剪切強度中粘結強度的測定
  7. In this thesis, several new fluorescence carriers have been synthesized bearing a carbon chain with a terminal double bond introduced into the molecule and copolymerized with a monomer under uv irradiation on the silanized glass or quartz disk. the sensors prepared were studied. covalent immobilization effectively prevents the leakage of the carrier dye from the sensor membrane, a phenomenon that shortens the lifetime of ordinary optical sensors

    本論文合成了幾種含末端雙鍵、可共價固定的新型熒光化合物，並以此作為熒光指示劑，與膜基質單體在光引發劑作用下發生光聚反應共聚在經過硅烷化處理的石英或普通玻片上製成光極膜，制備了對一些物質有響應的熒光化學傳感器。
  8. As the main method of measurement in the tests, some strain measuring points are arranged on the reinforced steel bars of the anchor bearing body. the changes of strain with different loading levels at their locations have been measured, through which range of influence and distribution of strain with loading in grout can be investigated, and corresponding distributions of axial force and bond stress are calculated according to hooke ' s law. making use of nonlinear curve fitting, distribution equation of bond stress of the fixed unit anchor length is achieved

    試驗測試手段通過在錨索承載體上布設應變測點，觀測錨索在不同的荷載級別下的應變變化情況，對不同荷載級別下，單元錨索注漿體內應變的影響范圍及分佈規律展開分析，依據虎克定律計算出了其軸力與粘結應力的分佈；並對測試結果進行了擬合，得出了錨固段粘結應力分佈的擬合方程。
  9. Metallic multilayer plain bearings - method for destructive testing of bond for bearing metal layer thickness 2 mm

    多層金屬滑動軸承.第2部分:厚度為2mm的軸承金屬層粘合力的破壞性試驗方法
  10. Compression dispersion - type anchor can be mainly classified into two categories, one of which is that, plastic coated strands in different length are respectively passed through their own bearing bodies and pre - bent as their midpoints to be t he shape of " u ", then forming several totally unbonded strand loops, i. e. unit anchor tendon. as the research object in this paper, study is performed on the anchor holding capacity, load - displacement behavior, displacement of the fixed anchor length, strain and bond stress distribution, and the removability of anchor tendon, furthermore, with the aid of analytical solution, the distribution of the bond stress is calculated and analyzed, based on the results of test and analytical solutions, design method is provided in this paper

    壓力分散型錨索主要有兩種結構型式，本文是以將不同長度的無粘結鋼絞線分別繞過不同的承載體彎曲成「 u 」形而組成各個單元錨索體這種型式為研究對象，對其承載力、荷載位移特性、錨固段位移特徵、應變與粘結應力分佈特徵以及錨索體的可回收性能展開研究，並藉助于理論分析研究其粘結應力分佈狀態，然後在此基礎上提出了壓力分散型錨索的設計計算方法。
  11. Furtherly bearing capability of the beams is easy to calculate. results obtained from this method is compared with results from regulations for prestress concrete structure without bond and other methods suggested in other documentations

    將採用此方法的計算結果與按照《無粘結預應力混凝土結構技術規程》中的公式及其它文獻建議的方法進行了對比，表明本文推導的方法具有簡單適用且誤差小的特點。
  12. Bond between the fiber reinforced plastics ( frp ) bars and concrete is very important to bearing capacity, crack propagation of concrete structures and so on

    摘要纖維塑料筋與混凝土的粘結強度大小直接關繫到構件的承載能力、裂縫開展及其它性能等。
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