加固层的英文

• back up coat
• extra layer
• reinforced layer
• reinforcing layer

• "加固"英文翻译    reinforce; consolidate; fast ...
• "层"英文翻译    I storey; tier; stratum
• "胎圈加固层" 英文翻译 :    bead stiffener
• "凝固层" 英文翻译 :    frozen layer
• "加固" 英文翻译 :    reinforce; consolidate; fasten; rooting; strenthening; backing; stiffening◇加固材料 reinforcement material; 加固层 back-up coat; 加固工事 improve defense works; 加固堤坝 reinforce dikes and dams
• "气固层析术" 英文翻译 :    gas-solid chromatography
• "液固层析" 英文翻译 :    liquid solid chromatography
• "加固板" 英文翻译 :    elephant ears; mending plate; reinforcement plate; reinforcing rib; stiffening plate; stiffening sheet
• "加固舱" 英文翻译 :    strengthened hold
• "加固的" 英文翻译 :    reinforced (rfd); ruggedized; stiffened; underpinned
• "加固杆" 英文翻译 :    reinforced pole; reinforcing rod; stabilizator; stabilizer; stay pole; staypole
• "加固工" 英文翻译 :    bracer
• "加固弓" 英文翻译 :    two-piece bow
• "加固环" 英文翻译 :    anchor ring reactor vessel; body ring
• "加固剂" 英文翻译 :    fixation accelerator
• "加固架" 英文翻译 :    reinforced frame
• "加固箭" 英文翻译 :    footed arrow
• "加固件" 英文翻译 :    reenforcement; stiffening piece; strengthening; structureting
• "加固脚" 英文翻译 :    stiffleg
• "加固角" 英文翻译 :    strengthening corner
• "加固筋" 英文翻译 :    dabber
• "加固孔" 英文翻译 :    hard hole
• "加固梁" 英文翻译 :    strengthening beam
• "加固片" 英文翻译 :    stiffening piece
• "加固圈" 英文翻译 :    caulking ring; fixing collar; heel ring; reinforcing ring

• Through the analysis we found that the effect will become more obviously with the increase of thickness or width of superstratum and the decrease of the coefficient of foundation bed ; ( 3 ) anisotropy and nonlinear elastic f . e . m . model has been established and the effect of stress dispersion in compound two - layer foundation was analyzed on the base of the model . from the analysis we can conclude that the coefficient of subsidiary stress dispersion will amplify with the increase of thickness or width or stiffness of back - up coat ; ( 4 ) the formula which can be used in conventional calculation has been deduced for calculating the coefficient of subsidiary stress dispersion and it also has been affirmed to be reasonable through the checking calculation ; the whole theory of compound two - layer foundation has been brought forward in this paper and it ' ll enrich the theory of composite foundation
  针对以上问题本文做了以下一些工作并得到若干结论： ( 1 )提出了“复合双层地基”的概念，并通过工程实例证明此概念的提出有其合理性和必要性； ( 2 )用弹性地基梁理论证实了复合双层地基确有应力扩散效应，且扩散效应随上覆硬层厚度、刚度的增加而增大，随下卧层基床系数的增大而减小； ( 3 )建立了非线弹性、各向异性有限元模型，并以此为基础分析了复合双层地基的应力扩散效应，得到附加应力系数随加固层厚度、宽度、刚度的增加而增大的结论； ( 4 )推导了可用于常规计算的复合双层地基应力扩散系数公式，并代入工程实例进行了验证。
• The experimental result has shown that the ultimate bearing capacity and ductility of eccentrically loaded columns have a certain increase when they are strengthened with transverse cfrp . in addition , the excessive eccentrically loaded columns have a more notable effect as a result of strengthening with the combination of longitudinal and transverse cfrp . the increasing degree of strengthening columns ’ bearing capacity reduces while the volume of cfrp increases
  试验结果表明,碳纤维布横向加固偏压柱时,其承载力和延性均有一定程度的提高;对于大偏心受压柱,纵横向联合粘贴碳纤维布的加固效果非常明显;随着cfrp加固层数的增加,构件承载力的提高幅度减小。