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粘結膠層英文怎麼說

粘結膠層 的英文翻譯

粘結膠層 英文 glue line 粘 : 粘動詞(粘附) glue; stick; paste; adhere to; bond 結 : 結動詞(長出果實或種子) bear (fruit); form (seed) 膠 : Ⅰ名詞1 (某些具有黏性的物質) glue; gum 2 (橡膠) rubber 3 (姓氏) a surname Ⅱ動詞(用膠粘) st... 層 : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...

粘結膠層 例句

  1. The lacustrine carbonate rocks in the wudaoliang group consist of boundstone ( stromatolite ), micritic limestone, grainstone and micritic dolostone which were laid down in the shallow - water to bathyal, high - salinity and enclosed to semi - enclosed lake systems
    五道梁群湖相碳酸鹽巖分為生物 粘 結 灰巖(疊 層 石) 、泥晶灰巖、顆粒灰巖與泥晶白雲巖四大類,反映出沉積環境為一個具有淺水半深水、高鹽度、半封閉封閉特點的綜合湖泊系統。
  2. Specification for corrosion - inhibiting adhesive primer for aluminum alloys to be adhesively bonded in honeycomb shelter panels
    黏 結 在蜂窩 結 構防護板上的鋁合金防腐 粘 結 底 層 膠 粘 材料規范
  3. The following principles are proved : increasing cfp adhesive length will release the concentrating of shear stress near the cutoff point, this will lead to the increment of loading - bear capacity of concrete beams ; increasing the thickness of cfp will improve the transition of load from concrete beam to cfp, this is useful to exert the potential of cfp ; in creasing the anti - shear modulus of adhesive will result enhance the concentrating of shear stress, this is harmful to the effect of cfp reinforced concrete beams
    本文的理論分析 結 果可以表明:增加碳纖維板的 粘 結 長度可以緩解碳纖維板端部界面上的剪應力集中,改善混凝土梁 結 構的加固效果;增大碳纖維板的 粘 結 厚度可以增大界面上的剪應力,改善混凝土樑上載荷向碳纖維板的傳遞效果,有利於充分發揮碳纖維布的潛能;如果 粘結膠層 的抗剪模量過大會加劇剪應力的集中,從而對碳纖維加固的效果不利。
  4. Timber structures - structural timber and glued laminated timber - determination of shear strength and mechanical properties perpendicular to the grain
    木材 結 構. 結 構木材和 粘 結 分 層 木材.剪切強度測定和垂直於顆粒的機械性能的測定
  5. This paper investigates 15 r. c. beams under different conditions of cfrp amount, anchor condition and load history. the experiment results show that the flexural strength, stiffness and cracking behavior of rc beams can be improved. a failure mode caused by epoxy - concrete interface bond abating is observed and analyzed in this paper
    本文進行了15根鋼筋混凝土適筋梁在不同碳纖維 粘 貼量、錨固方式和加載歷史條件下的試驗,試驗 結 果表明, 粘 貼碳纖維加固後梁的正截面承載力提高,裂縫寬度減小,抗彎剛度有所增強;在試驗中觀察到了 膠 層 ?混凝土界面 粘 結 失效導致的試件破壞形式。

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