肋節栓 的英文怎麼說

中文拼音 [lèijiéshuān]
肋節栓 英文
toggle bolt
  • : 肋構詞成分。
  • : 節構詞成分。
  • : 名詞1. (可開關的機件) bolt; plug 2. (塞子) stopper; cork
  1. The factors, such as end - plate thickness, bolt ' s types, beam and column " flank, that can effect on the joint rigidity and moment capability, are analyzed

    分析了點端板厚度、螺類型、端板的加勁等因素對點剛度以及抗彎承載力的影響。
  2. Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints. in this paper, six specimens on end - plate composite beam - to - column joints and two specimens on end - plate composite beam - to - column joints were designed to subject to static load. the factors of m - characteristics about semi - rigid composite joints, including bolts, profiled steel sheeting, beam, column, stiffen rib and reinforcement, are studied

    本文設計了6個端板型鋼-混凝土組合樑柱點與2個端板型純鋼樑柱點,通過對這些試件的靜力荷載試驗,重點研究了端板型鋼-混凝土組合點的彎矩-轉角性能的影響因素,包括高強螺、壓型鋼板、型鋼梁、型鋼柱、加勁,以及混凝土板內縱向鋼筋配筋率等。
  3. At the end of this section the paper specifies three possible failure modes of the ultimate resistance, depending on the ratio between the flexural resistance of the flanges and the axial resistance of the bolts. this numerical analysis includes many nonlinear structure behaviors such as contact status nonlinearities, geometric nonlinearities and material nonlinearities

    文章就連接翼緣板剛度的變化和設置加勁等構造措施對連接的高強度螺內力、翼緣板間的接觸壓力、撬力和點剛度的影響進行了對比分析,並對有限元的計算結果進行了多項式擬合。
  4. Using the general finite element programming package of ansys10. 0, the study of gabled frames beam - column end - plate connections is made, considering synthetically nonlinear ( material, geometry and contact ), bolt pretension forces and ratio of axial compression stress to strength. elastic - plastic finite element analyses are carried out among 28 species of 3 series under monotonic loads, in order to discuss the influence of parameters including stiffness of end - plate, bolt diameter, friction coefficients and so on

    本文使用通用有限元軟體ansys10 . 0綜合考慮了三重非線性(材料非線性、幾何非線性以及狀態非線性)的影響,同時考慮了螺預拉力的影響,對考慮端板厚度、端板加勁的設置、螺直徑、摩擦系數等參數不同的3個系列(端板系列,螺直徑系列,摩擦系數系列) 28個試件進行了有限元數值模擬,對連接點的性能進行了分析研究。
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