螺栓端接法 的英文怎麼說

中文拼音 [luóshuānduānjiē]
螺栓端接法 英文
stud termination
  • : 1. [動物學] (軟體動物) spiral shell; snail; conch 2. (螺旋形的指紋) whorl (in fingerprint)
  • : 名詞1. (可開關的機件) bolt; plug 2. (塞子) stopper; cork
  • : Ⅰ名詞1 (東西的頭) end; extremity 2 (事情的開頭) beginning 3 (門類; 方面) item; point 4 (原...
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  • 螺栓 : bolt; screw bolt; threaded bolt
  • 端接法 : termination
  1. Then an thorough computer modeling using finite element program with material, geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors, such as comparison with npn - beam splice connection, comparison of varies designed theories, and the varying of fraction coefficient, diameter, grade, pretension and arrangement of bolts, thickness of web and flanges of beam and column, splicing location, axial loading on column, etc. lots of useful conclusions are drawn form computer modelling. finally, design and construction suggestions are given out. this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad

    然後,本文在考慮材料、幾何和狀態三重非線性的基礎上,對該連形式進行了全面的計算機模擬,主要考慮了帶懸臂梁段全的樑柱連節點與無拼的樑柱連及翼緣對腹板拼的連節點的對比,各種設計方之間的對比,以及翼緣拼和腹板拼間距、直徑和數量,拼點與梁之間的距離,梁和柱的翼緣、腹板厚度,柱的軸力,觸面的摩擦系數,翼緣和腹板拼板的厚度等因素的影響。
  2. Practical design method for bolt end plate joints of light steel structure

    輕鋼結構板連的實用設計方
  3. For the high tensile bolt connection between girders and carriages of double girder overhead traveling crane with electric hoist, this paper analyzes the forces exerted on the bolts and gives their strength check procedures

    摘要介紹了葫蘆雙梁主梁與梁連的高強度的校核過程,通過分析高強度的受力特點,建立校核模式,總結校核步驟及方
  4. This paper studied the warp and stiffness of end - plate connection, and studied how the actual stiffness of end - plate connection influence stiff frame ' s displacement, and some design improvements are proposed. a methodology based on finite element modeling is used to establish strong bolted end - plate connection calculation model, and solved the interface between end - plates question and how to add bolt pretension when imitating end - plate connection ' s elastic material characteristic. through analyzing and comparing calculation results and experiment data, this paper summarized bolt force distribution, connection moment resistance, moment - rotation relationship and connection stiffness

    筆者採用有限元方,建立高強板連的計算模型,模擬了節點彈性階段的工作狀態,較好的解決了高強板連中的觸面問題和預拉力的施加問題,通過對計算結果的分析以及與實驗數據的比較,總結出板連在彎矩作用下的拉力分佈規律、節點抗彎承載力及其影響因素,以及節點剛度特性及其對剛架性能的影響,同時,對板連受力變形性能也做了十分有益的分析,為輕鋼節點設計方的改進提供了依據。
  5. Eight different span lightweight steel portal frames are analyzed with a finite element method in the paper. 3d integer models are made to analyze the influence on internal force and displacement

    採用有限元方針對8種不同計算跨度的輕型門式剛架建立了三維整體有限元模型,分析了高強板連的節點剛度對門式剛架內力和位移的影響。
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