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1)  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。
2)  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.
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。
3)  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。
4)  Carbon fiber laminate
碳纤维薄板
1.
The fatigue properties of reinforced concrete (RC) beam strengthened with Carbon fiber laminate (CFL) under constant amplitude load were probed by three bending experiments.
以碳纤维薄板增强钢筋混凝土梁为研究对象 ,通过对常幅循环载荷作用下增强梁的弯曲试验研究 ,揭示其疲劳破坏机理 ,建立描述构件损伤、断裂过程的结构损伤累积模型。
2.
The fatigue behavior and failure modes of RC beams strengthened with carbon fiber laminates(CFL) under cyclic loading are studied by using an accumulative fatigue damage model based on fatigue experiments.
通过建立循环载荷下碳纤维薄板(CFL)增强RC梁的累积损伤模型,并与增强梁的疲劳试验结果进行对比,研究增强构件的疲劳性能和损伤、破坏过程。
3.
Fatigue tests for 23 RC beams(1850mm×100mm×200mm) strengthened with carbon fiber laminates(CFLs) under the bending loads divided to 5 groups were carried out.
在对5组23根碳纤维薄板(CFL)增强RC梁(1 850mm×100mm×200mm)进行常幅弯曲疲劳试验的基础上,探讨了增强梁的跨中挠度、载荷循环次数、载荷等级以及疲劳寿命等变量之间的关系,得到了一组相应的线性关系式。
5)  carbon fiber laminate(CFL)
碳纤维薄板
1.
The fatigue life of the reinforced concrete(RC) beams strengthened with carbon fiber laminate(CFL) was influenced by the properties of the RC beam,the strengthening materials and the loading conditions,etc.
在碳纤维薄板(CFL)增强RC梁中,加固后构件的疲劳寿命受到被加固结构本身性能、加固材料性能以及荷载水平等因素的影响,加固效果具有明显的非线性,加固后疲劳寿命难以显式表达。
2.
Vertical flex sew,rigidity link and carbon fiber laminate(CFL) link schemes were discussed.
讨论了桥梁拼接技术中伸缩缝连接、刚性连接和碳纤维薄板(CFL)连接3种方案。
3.
The technique of strengthening RC beams with Carbon Fiber Laminate(CFL) has been widely applied in bridge repairing engineering.
碳纤维薄板(CFL)加固RC梁技术已成功地应用于桥梁工程。
6)  carbon fiber laminate
碳纤维板材
1.
The theory,design, calculation, construction and test of the technique to strengthen concrete beams with carbon fiber laminate are introduced.
介绍了碳纤维板材加固某工业建筑中混凝土梁的设计原理和算法、施工要点、后期检测等全过程的情况,提出了比较适合碳纤维板材的设计和施工方法。
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