薄壁軸承 的英文怎麼說
中文拼音 [bóbìzhóuchéng]
薄壁軸承
英文
thin wall bearing- 薄 : 名詞[方言] (浮萍) duckweed
- 壁 : 名詞1 (墻) wall (of a house etc ) : 銅墻鐵壁 bastion of iron2 (作用像圍墻的部分) wall of st...
- 軸 : 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)
- 承 : 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...
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Plain bearings - thin - walled half bearings - checking of peripheral length
滑動軸承.薄壁半軸承.周長檢驗Plain bearings - quality assurance of thin - walled half bearings - design fmea
滑動軸承.薄壁軸瓦質量保證. fmea設計Plain bearings. methods of dimensional control. peripheral length checking of thin - walled half bearings
滑動軸承薄壁軸瓦周長的檢驗方法Plain bearings - thin - walled flanged half bearings - dimensions, tolerances and methods of checking
滑動軸承薄壁翻邊軸瓦尺寸公差及檢驗方法Plain bearings : metric series - dimensions, tolerances and methods of checking thin - walled half bearings
滑動軸承規范.米制系列.第5部分:薄壁半軸承的尺寸公差及檢驗方法Plain bearings ; metallic thin - walled half bearings ; determination of the - limit ; identical with iso 6282, edition 1983
滑動軸承.金屬薄壁軸瓦. 0 . 01極限值的測定.等同採用Plain bearings - thin - walled bearing shells - dimensions, structure elements and tolerances
滑動軸承薄壁軸瓦尺寸結構要素與公差Plain bearings - measurement of wall thickness of thin - walled half - bearings and thin - walled bushes iso 12306 : 1994
關節軸承.薄壁半軸承和薄壁軸承襯的壁厚度的測量In the formula, our experience in structural strength design and the experimental results are considered. and such factors are also considered as differences in materials of the skin and the reinforcer, effects of bending, torsion, stretching and offcenter of the reinforcer. furthermore, through post - buckling stress analysis of the skin, it is shown that even low stress level will result in buckling of the skin, but the skin still has loading capacity
在總結過去結構強度設計和試驗分析的基礎上,應用扁殼理論,在廣義力與廣義應變關系中考慮了蒙皮與加筋不同材料以及加筋的彎曲、扭轉、伸縮和偏心等的影響,推導出適合於工程應用的加筋殼結構軸壓屈曲臨界載荷的計算方法;並通過對薄壁結構蒙皮后屈曲應力分析,說明蒙皮在很低的應力水平時就出現失穩現象,但失穩后的蒙皮仍具有一定的承載能力。Plain bearings - quality assurance of thin - walled half bearings - selective assembly of bearings to achieve a narrow clearance range iso 13778 : 1999
滑動軸承.薄壁軸瓦的質量保證.選配法獲得小間隙As far as he hollow inclined column - wall transfer r. c joint is concerned, the stress state of transfer beam is very critical, because it bears not only the vertical load transferred from the wall, but also the axial load initiated by the inclined column
對有孔斜柱轉換節點而言,轉換梁的受力最為不利,它不僅承擔由薄壁柱傳來的垂直荷載,而且還承擔由斜柱水平分力引起的軸向拉力,即截面上有彎矩、剪力和軸力的共同作用。Plain bearings - multilayer materials for thin - walled plain bearings
普通軸承.薄壁普通軸承用多層材料Plain bearings - quality assurance of thin - walled half - bearings - design fmea iso 12132 : 1999
滑動軸承.薄壁軸瓦的質量保證.設計中的失效形式和影Plain bearings - thin - walled half bearings with or without flange - tolerances, design features and methods of test
滑動軸承.帶或不帶法蘭的薄壁軸瓦.公差設計特點和試驗方法Plain bearings ; requirements on backings for thick - walled multilayer plain bearings
關節軸承.薄壁多層關節軸承軸瓦的要求Introduced the second order analysis of the thin - walled members based on the theory of the rotation of a cross section around a fixed axis, and discussed the general methods of the loading capacity and the space stability coefficient for the thin - walled columns. used a programme, a large amount of space stability coefficient of t - shaped and l - shaped axes columns with a initial bend was computed to gain the curves of the columns. the procedure of the computation behaved the simplification and the convenience of the method
介紹了以定軸轉動理論為基礎的薄壁柱空間穩定二階分析方法,初步論證了以此為基礎的薄壁柱空間穩定承載力的驗算及空間穩定系數的計算方法,並藉助程序對具有初彎曲的各種「 t 」形和「 l 」形軸壓柱的空間穩定系數進行了計算,作出其柱子曲線圖,從而驗證了此方法的可行性和簡便性,同時提出以此為基礎對鋼結構截面優化的方法。Plain bearings - quality assurance of thin - walled half bearings - selective assembly of bearings to achieve a narrow clearance range
滑動軸承.薄壁軸瓦的質量保證.小間隙范圍軸承的選配It is an important factor that influences the whole carrying capacity of member in technical code of cold - formed thin - wall steel structures gb50018 - 2002, the calculation of stability carrying capacity of axially loaded compression members does not consider the influence of the residual stress
它是影響構件整體穩定承載力的重要因素。我國冷彎薄壁型鋼結構技術規范gb50018 ? 2002在計算軸心受壓構件的穩定承載力時,沒有直接考慮殘余應力的影響。分享友人