bearing axial load 中文意思是什麼

bearing axial load 解釋
軸承軸向載荷
  • 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 ...
  • axial : adj. 1. 軸的。2. 成軸的。3. 軸周圍的，軸向的。adv. -ly 在軸的方向，與軸平行地。
  • load : n 1 裝載，擔子；負擔；工作（負荷）量。2 （車船等的）裝載量；一馱，一車，一飛機。3 【電、機】（機...
  1. Radial - thrust floating - ring hybrid bearing, which can not only sustain the radial load but also the axial load, colligate the strongpoints of pure dynamic and static bearings

    徑?推聯合浮環動靜壓軸承自二十世紀七十年代經提出后，已進行了較為系統的研究。
  2. In this paper, the following work has been done : 1 the load - bearing capacity of l, t and + - shaped columns under axial compression and biaxial bending is calculated by a numerical integral program

    本文主要進行了如下工作： 1對l 、 t 、十形柱雙偏壓作用下正截面承載力進行計算，編制了數值積分程序，並對l 、 t 、十形柱偏心矩增大系數進行計算分析。
  3. 2 the effects of load angle on load - bearing capacity of l, t and + - shaped columns under axial compression and biaxial bending are discussed. as for l and t - shaped columns, load angle has a great effect on bending capacity of them, mainly because of the asymmetry of sections. but for + - shaped columns, the effect of load angle on load - baring capacity is not much significant

    2討論了荷載角對l 、 t和十形柱受彎承載力的影響，表明l 、 t形柱由於截面不對稱，縱筋分佈不對稱，造成某一荷載角下承載力較大，而另一荷載角下承載力又很低。
  4. Based on tests of nine 1 / 2 - scaled model slabs under vertical loads, the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads. 2. based on aseismic tests, the paper put forward a model of concrete frame, silica brick and a combination of the two, proposed that the silica brick works as a 45 compression bar, analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame

    通過對墻板模型的抗震性能試驗研究，建立了由鋼筋混凝土框格、砌塊以及兩者協同作用三個部分組成的承載力極限狀態下的理論簡化計算模型；提出了墻板中填充塊等效斜壓桿寬度按45度計算的統一量化標準；分析了影響墻板承載力的主要影響因素，給出了表達墻板框格層數和跨數不同的斜截面承載力實用設計計算公式。
  5. Angle contact ball bearing can be subject to both radial and axial load, it also can be subject to pure axial load, its axial load capacity is depend on the contact angle and increased accordingly. it can be used for high speed and high precision application dueto high limit speed and pre - adjustable rigidity

    角接觸球軸承可同時承受徑向載荷和軸向載荷，也可以承受純軸向載荷，其軸向載荷能力由接觸角決定，並隨接觸角增大而增大，且極限轉速較高，剛性大還可預調，適用於高速、高精度場合。
  6. The effect of axial load of bearing capacity on nomal section of prestressed concrete

    圓形截面鋼筋混凝土偏壓構件正截面承載力的精確演算法
  7. Since the bearing is designed to have the appropriate internal axial clearance, there is no need for pre - load adjustment ( dimensional adjustment for spacers ), but it ' s necessary for single row bearing assembly

    由於軸承設計有恰當的軸向游隙，因而無需進行游隙調整（調整墊片尺寸） ，而裝配單列需進行游隙調整。
  8. Finite element analysis of load bearing capacities of concrete - filled steel tube columns under axial load

    鋼管混凝土軸心受壓構件極限承載力的有限元分析
  9. The bearing capacity and settlement property of single pile under axial load is an important subject in pile foundation theory research

    單樁的承載力與沉降特性是樁基理論研究中的重要課題。
  10. Some aspects of vertical twin screw compressor are compared with horizontal twin screw compressor : the axial bearing load of the vertical twin screw compressor is 57 % lower than horizontal twin screw compressor ; it also can increase 5 % capacity but it only occupied the 30 % area of horizontal twin screw compressor ; and it has more efficient oil separator as its special figure

    並對立式螺桿製冷壓縮機與臥式螺桿製冷壓縮機進行了分析比較：立式螺桿壓縮機的軸向力比臥式壓縮機的軸向力減少57 % ；立式螺桿壓縮機的容積效率要比臥式壓縮機的容積效率高5 % ；由於油分的特殊環形設計，所以立式壓縮機的油分效果要比臥式壓縮機的油分效果好；而立式壓縮機佔地面積為臥式壓縮機的1 / 3 。
  11. When the pole ' s axial compress ratio is 0. 8, the load - bearing capability ' s discount coefficient is 0. 7, when the pole ' s axial compress ratio is 1. 1 ; the load - bearing capability ' s discount coefficient is 0. besides, gfrp can reform the poles " distribute of concrete cracks, increase the poles " ductility

    在軸壓比為0 . 8的時候，由於rc柱和gfrp之間存在的應力差，導致其極限承載能力的提高幅度下降至原來的70 ，在軸壓比為1 . 1的時候，其極限承載能力可以看作是沒有提高。
  12. Which has high strength, good ductility, impact bearing, erode - bearing, besides, its linear expanding coefficient is almost equivalent to concrete, and it has excellent performance - price ratio etc. this paper is related to 8 rc - poles wrapped by gfrp ( sgfw430 ) and rc - poles are compressed axially, in order to analyze the influence of different stick layer over the pole ' s work performance and the influence between three type axial compress ratio ( 0, 0. 8, 1. 1 ) with one layer gfrp with the contrast poles about limit load - bearing capability, failure state, ductility, section stiffness, restrict losing owing to stress - difference

    其具有強度高，延性好；抗沖擊、耐腐蝕；線膨脹系數與混凝土接近；性能價格比高等多個特點。本文通過8根外包單向gfrp （ sgfw430 ）的rc組合柱，以及混凝土對比柱在軸心荷載作用下的試驗為基礎，具體詳細地分析柱子在粘貼不同層數的高性能玻璃纖維和在不同的軸壓比（ 0 、 0 . 8 、 1 . 1 ）下粘貼一層的高性能玻璃纖維后混凝土組合柱相對對比柱在極限承載能力、破壞形態、延性、截面剛度、應力差帶來的約束損失等方面的變化情況。
  13. Abstract : based on the test and analysis of 12 short restrained reinforced concrete columns with intermediate longitudinal bars, an analysis model is established to calculate the shear bearing capacities of the short columns subjected to axial load, bending moment and shear force, and with the intermediate longitudinal bars considered, the calculating formulae are derived

    文摘:根據12根配有中間筋的鋼筋混凝土約束短柱試驗與分析，建立了彎、剪、壓復合應力狀態下構件受力分析的力學模型，由此導出了考慮中間筋作用的構件抗剪承載力計算公式。
  14. In order to fully develop the theory of squeezed branch piles, in particular, the justification of its superior performance in terms of the bearing capacity and sinking displacement, we have derived the analytical formulas of the axial load and the strain at arbitrary depth ; based on existing static loading test results and research on belled pile, together with the analysis of on - site testing data, we have applied the expand theory on sphere holes to the computation of radial stress of squeezed branch piles under hole expansion ; taking the oil pressure of hole expansion in to account, we have find the a branch force under certain hole pressures, hence we can estimate the maximum bearing capacity of single piles ; we have introduced the experiential formulas for the bearing capacity of squeezed branch piles based on its stress characteristic and pile testing data ; we have also done numerical simulations of squeezed branch piles utilizing finite element method software ansys ; we have matched the simulation res ults with those of on - site basic load experiments, regenerating the distributions of stress fields and strain fields of squeezed branch piles, and from those distributions, we can determine the optimal distances between plates and piles

    為了完善支盤樁的設計理論，探求支盤樁高承載力和低沉降量的內涵，本文推導出了支盤樁任意深度的截面荷載以及位移隨深度變化的理論公式；基於已有的靜載試驗成果及有關擴底樁的研究成果，從對現場測試數據的分析，將球形孔擴張理論引入到支盤樁擴孔時徑向應力的計算，考慮到擴孔時的油壓數據，求得某一孔壓下的支盤力，據此估算單樁極限承載力；同時根據對支盤樁的受力特點和試樁數據的分析，提出了支盤樁承載力計算的經驗公式；用有限元分析的方法，利用大型有限元分析軟體ansys對支盤樁進行數值模擬，並將模擬結果同現場的靜載試驗結果進行對比，再現了支盤樁在荷載作用下土中應力場和位移場的變化，根據應力場和位移場的變化范圍，指出最佳盤間距和樁間距；為支盤樁的設計和施工提供了一個可量化的設計依據。
  15. An important engineering problem is how to determine the axial bearing capacity of mixing method by using the data of pile load test below limit load

    摘要如何根據未壓到破壞的試樁資料來確定水泥土攪拌樁極限承載力是一個重要的工程問題。
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