碳纖維布 的英文怎麼說

中文拼音 [tànxiānwéi]
碳纖維布 英文
carbon fiber reinforced polymer sheet
  • : 名詞[化學] (非金屬元素) carbon (c)
  • : 纖形容詞(細小) fine; minute
  • : Ⅰ動詞1 (連接) tie up; hold together; link 2 (保持; 保全) maintain; safeguard; preserve; keep ...
  • 碳纖維 : carbon fibre
  • 碳纖 : carbon fiber
  1. Based on the destructive test of certain old pre - stressed concrete hollow slab after structural strengthening by cfs, the destructive mechanism and ultimate bearing capacity of old pre - stressed hollow slab after structural strengthening is being researched, which is useful for the strengthening design of old bridge and solvating of single slab problem

    摘要通過某已使用10年的舊橋預應力混凝土空心板受拉區碳纖維布加固后的破壞荷載試驗研究,對受拉區加固后的舊橋預應力混凝土空心板的破壞機理、變形性能及極限承載能力等進行了研究,為舊橋預應力混凝土空心板的加固設計及單板受力問題的分析解決提供了試驗依據。
  2. The results indicated that the anchoring effect was better with angle steel than with cfrp, and that anchoring was very important at root of beam, which can avoid occurrence of tympanites like cfrp

    可以看出:採用角鋼錨固的效果要比採用碳纖維布錨固好,梁根部的錨固也非常重要,可以避免類似碳纖維布被拉鼓現象的發生。
  3. The rehabilitation of understrengthened reinforced concrete bridges with cfrp laminates is a new technique received considerable attention, and is still in unformed phase

    粘貼碳纖維布加固鋼筋混凝土橋梁作為一項新興的技術被廣泛關注,但仍處于研究階段。
  4. First, using strip - partitoning method and programming in matlab language, the numerical caculations of the relation curve between moment and curvature are done for the beams strengthened with non - prestressed and pretressed cfrp sheets, base on the assumption of plane section, non - bonding slip and non - peeled destroy. secondly, nolinear finite elemeant analysis by ansys are done for the beams strengthened with prestressed cfrp sheets base on the three assumptions before mentioned, the analysis are all done for the relation curve between load and displacement, the distribution of material stress, the distribution of cracks. lastly, calculation formula of flexural capacity and deflection are proposed

    )的全過程關系曲線。其次基於上面的三個假定,選擇合理的本構關系,利用ansys通用有限元分析程序對預應力碳纖維布加固梁進行非線性有限元分析,分析了加固梁的荷載-撓度關系、材料的應力情況、裂縫的分佈情況等。最後提出了承載力計算公式和正常使用狀態下撓度計算公式。
  5. Application of carbon fiber reinforced plastic retrofit method in a canal bridge

    碳纖維布在某運河大橋箱梁加固中的應用
  6. Because of its resistance to electrochemical erosion, low manpower demand for application and minimal changes in geometrical dimensions of the member, the method has been found to be economical and efficient for application, based on the previous work, we designed and conducted experiments of 10 reinforced concrete ( rc ) slabs strengthened with the common carbon fiber reinforced plastic ( cfrp ) ; and investigated the effect, failure mechanism and theory

    由於具有耐腐蝕、施工簡便快捷、幾乎不改變構件原有尺寸等特點,得到廣泛的應用,具有良好的經濟效益。在前人的工作基礎上,我們設計、試驗了10採用碳纖維布加固的鋼筋混凝土單向板,探討了加固單向板的加固效果和理論分析方法。
  7. Necessarily, this paper is engaged to research the behavior of reinforced concrete eccentrically loaded column strengthened with cfrp

    本文在廣州市建設科技發展基金項目( 9908 )資助下進行粘貼碳纖維布加固鋼筋混凝土柱的試驗與研究。
  8. A load - displacement full - process analyzing program of cfrp - confined rc eccentrically loaded columns is given. the computed results of load - displacement coincide with test results

    編制荷載-撓度全過程計算程序對碳纖維布約束偏壓柱進行數值分析,程序計算曲線與試驗曲線吻合良好。
  9. Based on plane section assumption, this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp, and makes a simplification of the methods. a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp, calculating results compare well with experimental data

    本文在平截面假定的基礎上分別推導了碳纖維布縱向粘貼大偏心受壓柱的正截面承載力校核和截面加固基本計算公式,並對公式進行了相應的簡化;運用fortran語言編制相應程序對縱向粘貼碳纖維布大偏壓柱進行了數值分析,本文公式計算結果和程序計算結果均與試驗結果吻合良好。
  10. 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

    試驗結果表明,碳纖維布橫向加固偏壓柱時,其承載力和延性均有一定程度的提高;對于大偏心受壓柱,縱橫向聯合粘貼碳纖維布的加固效果非常明顯;隨著cfrp加固層數的增加,構件承載力的提高幅度減小。
  11. 3. to evaluate and forecast the anti - fatigue effect of cfrp - strengthened concrete beams accurately and scientifically, this text proceeds the fatigue test of three intact beams, studying the fatigue performance of concrete intact beams strengthened with cfrp - sheet

    3 、首次在國內進行了三根普通混凝土梁、碳纖維布加固完好混凝土梁的疲勞試驗,研究了碳纖維布加固混凝土完好梁的疲勞性能。
  12. Fatigue performance of damage beams strengthened by cfrp - sheet

    碳纖維布加固損傷混凝土梁的疲勞性能試驗
  13. To change the layer number of cfrp ( one and two layer ), the paper analyzed the anti - fatigue performance from the points of material stress, degree and crack of the beams

    通過改變碳纖維布的粘貼層數( 1 、 2層) ,從材料的應變、梁的撓度、裂縫擴展情況三方面進行分析。
  14. To aim at this problem, in term to the feature of fatigue loading of bridge, this paper, on the base of analysis of current bridge reinforcement, makes a relative system experiment research and theory analysis for the fatigue performance of cfrp - strengthened concrete beam

    本文針對這個問題,在分析現有橋梁結構加固方法的基礎上,根據橋梁承受疲勞荷載的特點,對碳纖維布加固混凝土梁的疲勞性能進行了比較系統的試驗研究和理論分析。
  15. Influential factors and behavior of concrete prism confined with cfrp have been studied, based on the effective confined concrete area with cfrp, the peak stress and peak strain of cfrp - confined concrete prism depend on, and calculating equation is put forward

    此外本文還對碳纖維布約束混凝土的受力性能及影響參數進行了研究。基於碳纖維布有效約束混凝土的面積,在原有箍筋約束混凝土的模型的基礎上,提出了碳纖維布約束混凝土稜柱體應力-應變關系模型。
  16. Include acf silk, acf cloth, acf felt acf

    .主要包括活性絲,活性碳纖維布,活
  17. Research on carbon fibre reinforced plastic applied in strengthening concrete structure

    碳纖維布在銹蝕鋼筋混凝土結構加固中的應用研究
  18. The rehabilitation of reinforced concrete structures with cfrp laminates is a new reinforcement technique

    碳纖維布加固混凝土結構是一種新型的結構加固方法。
  19. Recently, an advanced composite material named carbon fiber reinforced plastic ( cfrp ) has emerged as an alternative to traditional strengthening materials. many advantages such as lightweight, non - corrosive, simple construction, and high tensile strength make it widely used in strengthening field

    碳纖維布( cfrp )加固修補混凝土結構技術是一項新興的結構加固技術,它是利用樹脂類膠結材料將材料粘貼于混凝土表面,從而達到對結構構件補強加固及改善結構受力性能的目的。
  20. Experimental study on shearing rc members strengthened with cfrp fabrics the ends of cfrp fabrics anchored in concrete

    粘貼碳纖維布加固鋼構件受拉承載力試驗研究
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