bearing stiffener 中文意思是什麼
bearing stiffener
解釋
承重加強桿-
Thecalculating results show that the composite action between concrete floor and steel beamsgreatly influence the bending bearing capacity and initial rotational stiffness of joints, it shouldbe considered in practical engineer. reinforcement ratio of lengthways reinforcing bar andthe stiffener of web have great influencer on the behavior of connections, while the thicknessof end - plate and degree of shear connection have a litter influence on its behavior
分析計算結果表明:樓板與鋼梁的組合作用對節點的抗彎承載力及初始轉動剛度的影響非常大，實際工程中節點設計應當考慮這種組合作用;樓板內縱向鋼筋配筋率與柱腹板加勁肋對節點性能影響顯著，而連接端板厚度及剪力連接程度的影響則不是太顯著。 -
At present, there are no information or specification on studying the transverse stiffener of the thinned - web beam systemically. and there are a small few literatures related on load - bearing ability and laying of the transverse stiffeners of the thinned - web beam
目前，只有極少資料簡單介紹了薄腹板梁橫向加勁肋的受力及設置等問題，尚未見薄腹板梁橫向加勁肋的系統研究文獻。 -
In this paper we study the transverse stiffeners of the thinned - web beam bearing several concentrated longitudinal strain actions. thinking of using post - buckling strength of web plate, we study some facts about tran sverse stiffeners including strain ability, condition of breaking, calculation of strength and stabilization of the stiffener bearing regional load action
本文對受多個集中荷載作用的薄腹板梁的橫向加勁肋進行了研究，分析了利用腹板屈曲后強度時，橫向加勁肋的受力狀態、破壞機理，以及加勁肋局部承壓的強度計算公式和穩定計算方法。 -
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件在加載過程中的受力情況，並對帶雙腹板角鋼頂、底角鋼連接在有無加勁肋兩種情況下的受力狀態進行詳細對比。 -
So by using finite - element method and taking the length and the height as main parameter, the bearing capacity, stiffness, stress distribution and destruction pattern of the vertical stiffener are analyzed
因此，採用有限元方法，以垂直加勁肋長度和高度為主要參數，對垂直加勁肋節點的承載力、剛度、應力分佈和破壞模式進行了分析。 -
Uses the high quality special molding manufacture, but becomes by the kneading board and the leg combination ; has the contour artisticly, firm is durable, does not need to maintain and so on the merit ; the kneading board and the inside lining stiffener spreads across, the bearing power optimizes, leg each strengthens processing, the average distributed load ; the surface uses galvanizes or the static electricity spurts models processing, is advantageous for cleanly, is not easy to pollute ; is suitable in various professions, the many kinds of situations, the use scope is extremely broad
鋼制托盤：採用優質特種型材製造，由面板和支腿組合而成；具有外形美觀、堅固耐用、無須維護等優點；面板與內襯的加強筋縱橫交錯，承重能力更加優化，支腿各面均強化處理，平均分佈載荷；表面採用鍍鋅或靜電噴塑處理，便於清潔、不易污染；適用於各行業，多種場合，使用范圍極廣。 -
The research has indicated : the bearing capacity and elastic stiffness of the vertical stiffener is bigger ; the length has do contribution both to the bearing capacity and stiffness ; the length just has influence on stiffness
研究表明：垂直加勁肋節點承載力、彈性剛度較大；垂直加勁肋長度對節點承載力和剛度都有貢獻；加勁肋高度只對節點剛度有影響。
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