zero shear 中文意思是什麼

zero shear 解釋
零剪力
  • zero : n (pl zeros zeroes)1 【數學】零;零號。2 零位;零點,起點;(溫度表的)零度,冰點;座標原點;無...
  • shear : vt vi (sheared 〈古語〉 shore; shorn sheared)1 剪(羊毛等);修剪(樹木);剪(呢絨的)長毛。2 ...
  1. The only strain is a shear strain and the dilatation is zero, these waves are called shear waves.

    唯一的應變是剪應變而沒有膨脹,這種波叫剪切波。
  2. Abstract : the flying shear located behind the roughing stands of wire - rod mill is designed with hard surface gears for driving system, engaging of zero tolerance, hydraulic cylinder for clamping and shiftting, convenient and practical gap adjusting structure for blade

    文摘:介紹了邯鋼三軋廠在線材軋機粗軋機組后的飛剪設計中,採用了硬齒面齒輪傳動,零側隙嚙合,液壓缸鎖緊與橫移及簡便實用的剪刃間隙調整機構。
  3. The research object in this text is the actual project - - the mansion of yatingyuan ( 40 layers above the ground, 125. 4 meter high ). the structure - design is by satwe and the analysis of the structure dynamic characteristic and earthquake response by sap2000, whose calculation models are set up according to the actual size of the structure. in satwe, the analysis model of beam and column is simulated by frame - element, slab is plane - element, shear - wall is wall - element and slab is infinitely rigid in the internal and zero in the external ; in sap2000, beam and column is frame - element, slab and shear - wall is shell - element and slab is elastic floor

    本文以實際工程項目? ?雅庭園商業中心大廈(地面以上40層,建築總高度為125 . 4米)為研究對象,結構設計採用satwe ,結構的動力特性和地震反應分析採用sap2000 。結構satwe和sap2000分析的計算模型均按結構的實際尺寸建立, satwe分析模型的樑柱採用桿元模擬,樓板用薄壁殼元模擬和剪力墻用墻元模擬,樓板平面內無限剛、平面外剛度為零; sap2000分析模型的樑柱採用桿元模擬,樓板和剪力墻用殼元模擬,樓板為彈性板。
  4. Much has been done on the study of the shear strength and deformation characters of loess. on the basis of the analysis of literatures about loess, triaxial shear tests and k - zero consolidation tests are carried out on unsaturated and undisturbed loess ( q3 ) which comes from longxi area in gansu province

    本文以開發gds三軸試驗系統為背景,在廣泛總結前人有關黃土強度、變形特徵研究成果的基礎上,針對甘肅隴西原狀q _ 3黃土進行了非飽和原狀黃土三軸剪切試驗和k _ 0固結試驗。
  5. An experiment report of plane couette flow with zero shear - stress plane

    具有零切應力平面的平面科特流實驗研究
  6. A more reasonable method to calculate soil ' s damage value is advanced, which bases on extrema of irregular dynamic shear stress. previously it bases on peaks of shear stress to calculate damage value, but by this method the destructive action of multi - point inputted earthquake is overestimated, especially in the second half section of responding shear stress " time history the shear stress caused mainly by differential force undulate slightly on one side of its zero line

    以往計算土體在不規則的動剪應力作用下的損傷值根據的是動剪應力的峰值,在時域內多點輸入分析中,由於差動力的的存在,使得時程後段動剪應力不穿零而在一側做幅度不大的波動,基於峰值的損傷值計算特別過高地估計了這段剪應力的破壞作用,過高的程度還隨延時增加而增加。
  7. Zero shear viscosity

    零切變速率黏度
  8. The rapid and reversible change between fluid and solid enables erf potential applications in mechatronic devices, cars and general machines. the transmission ability of a self - made cylinder coupling with zeolite - based erf was investigated, the torque transmission of the coupling in wide ranges of driving speed and electric field was measured. the relationship between the transmission torque, the zero field viscosity of erf and shear yield stress of erf under different electric fields was obtained and compared with theoretical prediction

    本文用沸石和硅油配製的電流變液,在自製圓筒式聯軸器上研究了在一定的速度范圍和有無電場作用條件下測量了其扭矩傳遞能力,獲得了傳遞扭矩與零電場電流變液粘度以及電場中電流變液的剪切屈服應力之間的關系,並與理論值進行了比較。
  9. When the substrate is fr4, the surface shear stress and normal stress difference is at a low level and near zero during curing process and build up during cooling down because of the mismatch of ctes of silicon and substrate

    對于fr4基板,在固化過程中,晶元表面的剪切應力和正應力的值很小,其數值在原點上下很窄的范圍內波動。在降溫過程中,熱膨脹系數的失配隨著溫度的降低而越來越顯著,引起應力的積聚。
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