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1)  CFRP
碳纤维板条
1.
Near-surface mounted (NSM) CFRP reinforcement is a new technique for the strengthening concrete structures with CFRP.
表层嵌入式(NSM,简称内嵌)碳纤维板条(CFRP)加固技术是采用CFRP加固混凝土构件的一种新的应用形式。
2)  carbon fiber-reinforced polymer strip
碳纤维条
3)  CFRP plate
碳纤维板
1.
Influence of the temperature difference between day and night on the stress of prestressed CFRP plate
昼夜温差对预应力碳纤维板应力的影响
2.
Experimental study on RC beams strengthened with near-surface mounted CFRP plate
碳纤维板条嵌入式加固钢筋混凝土梁试验研究
3.
An equipment which is used to the pretension of the CFRP plate have been invented and 8 flexural members strengthened with external bonded .
作者研发了对碳纤维板进行预应力加固的设备,在此基础上进行了8根采用外部粘贴预应力碳纤维板加固的受弯构件的模型试验,研究了预应力碳纤维加固对试件承载力、使用阶段变形、碳纤维应用效率及延性的影响。
4)  carbon fiber plates
碳纤维板
1.
Experimental and theoretical study on flexural behavior of RC beams strengthened with carbon fiber plates(CFP);
碳纤维板加固钢筋混凝土梁的抗弯试验和理论研究
2.
Four full-size RC beams strengthened with carbon fiber plates(CFP) were tested.
通过碳纤维板加固的4根足尺钢筋混凝土梁的试验研究,证明碳纤维板用量对加固梁的破坏模式和极限承载力有显著影响。
5)  CFRP plates
碳纤维板
1.
Mechanical behavior of brick walls strengthened with CFRP plates under horizontal lateral load is analyzed using commercial finite element software ANSYS8.
计算结果和试验结果比较表明,只要建模适当,采用已有软件可以定量分析碳纤维板加固砖墙的抗剪性能。
2.
The experimental results indicated that CFRP plates can increase the yield load when the longitudinal reinforcement reached its yield point and the ultimate load of beams reinforced concrete beams and prestressed reinforced concrete beams subjected to bending,and the propagation of crack was reduced obviously.
用碳纤维板对2根钢筋混凝土梁和2根预应力钢筋混凝土梁进行了加固处理,对加固后梁的受弯性能进行了试验研究。
6)  CFRP laminate
碳纤维增强塑料板条
1.
The loading-bearing capacity calculation of oblique section in concrete beams strengthened with near-surface mounted CFRP laminates;
内嵌碳纤维增强塑料板条混凝土梁斜截面承载力计算
补充资料:聚丙烯腈碳纤维增强体(见聚丙烯腈碳纤维)


聚丙烯腈碳纤维增强体(见聚丙烯腈碳纤维)
carbon fibre reinforcements made of polyacrylonitrile

佩八饰”.限沂维用通体carbon fibre reinforce.ments made of polyaerylonitrile以聚丙烯睛纤维为原料制成的、角于复合材料中起承载增强作用和改善性能的碳纤维(见朵丙烯睛碳纤维).
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条