腹板加勁件 的英文怎麼說

中文拼音 [bǎnjiājìnjiàn]
腹板加勁件 英文
web stiffener
  • : 名詞1 (軀乾的一部分) abdomen; belly; stomach 2 (鼎、瓶子等器物的中空而凸出處) empty and protr...
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : 勁形容詞(堅強有力; 剛強) strong; powerful; sturdy
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  1. After comparing between the finite - element analysis and experimental results, the author verified the fem. then according to the chinese code, the nonlinear finite model of the beam - to - column is established which are made of different size components. the responses of beam - to - column web moment connections which are made of different size components are compared and analyzed from three facets, and the conclusions about the joints behavior are drawn : thicken the connection plate, lengthen the connection plate or use a back - up stiffer can improve the connection behavior, consist of improving the behavior of load - supported and reducing the stress convergence in the flange moment plates

    本文根據我國規范的有關規定,自行建立了12個不同構尺寸的樑柱連接的三維有限元模型,對不同構尺寸的樑柱剛性連接節點在單向荷載作用下的反應進行了研究,從結構的mises應力等值線示意圖、梁端載處的荷載? ?位移曲線、翼緣連接兩端的mises等效應力以及翼緣連接與柱相連接的三邊的mises應力等值線示意圖四方面進行了比較與分析,從而得出了不同構尺寸的樑柱剛性連接的在受力行為上的結論:增翼緣連接的厚度、增翼緣連接的長度以及採用柱的橫向肋均可以改善節點的受力性能:提高節點的承載能力;減小翼緣連接內部與柱翼緣邊的的應力不均勻現象,從而避免試過早地發生破壞。
  2. By simulating body node with fea software ansys and comparing its results with the experiment ones, natural capacity of semi - rigid connection node itself was discussed, and the experimental results were analyzed additionally, and the bearing conditions of sections which could n ' t be tested in experiment were obtained, as well as two kinds of bearing conditions under different conditions that the connections with and without stiffener were compared in detail

    在討論半剛性連接節點本身的性能時,通過有限元軟體ansys對節點進行三維非線性有限元精細模擬,將計算結果與試驗所得數據對比,對試驗結果進行補充分析,了解沒有測到試驗數據的節點組載過程中的受力情況,並對帶雙角鋼頂、底角鋼連接在有無肋兩種情況下的受力狀態進行詳細對比。
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