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1)  carbon fiber-reinforced polymer/plastic tendon
预应力碳纤维塑料筋
2)  unbonded prestressing CFRP tendons
无粘结预应力碳纤维筋
1.
The flexural behavior of partially prestressed concrete beams with unbonded prestressing CFRP tendons and epoxy coated steel bars is investigated,and the full-range tests are loaded for 8 beams until the failure.
在实测碳纤维筋应力增量的基础上,提出了无粘结预应力碳纤维筋极限应力的经验计算公式,给出了碳纤维筋无粘结部分预应力混凝土梁的短期刚度及裂缝宽度的算法。
3)  Carbon Fiber Reinforced Plastics tendons
碳纤维增强塑料筋(CFRP筋)
4)  FRP rebar
纤维塑料筋
1.
Calculation method for deflection of concrete beams reinforced with FRP rebars;
纤维塑料筋混凝土梁挠度的计算方法
2.
FRP rebars, as one kind of high performance composite materials, are applicable to concrete structures in civil engineering.
纤维塑料筋是一种性能优越的高性能复合材料,适用于土木工程混凝土结构。
5)  fiber reinforced plastic bar
纤维塑料筋
1.
Moreover, a comparison between epoxy coated reinforcement and fiber reinforced plastic bar is carried out.
介绍国内外对环氧树脂钢筋的粘结锚固问题的研究情况及有关标准的规定 ,结合试验研究对现行业标准提出了补充建议 ,并与纤维塑料筋作了比
2.
It introduces the performance concerning materials and structures of the epoxy- coated bar and fiber reinforced plastic bar and the latest achievement of research on them.
介绍环氧树脂涂层钢筋和纤维塑料筋的材料及结构性能以及国内外的最新研究成果。
6)  prestressed CFRP
预应力碳纤维
1.
Discussion on several key technical problems for RC beams strengthened with prestressed CFRP sheets;
预应力碳纤维加固混凝土梁技术问题探讨
2.
Experimental investigation of prestressed CFRP sheet anchor;
预应力碳纤维布锚具试验研究
3.
In order to set up the nonlinear numerical model of the RC beams strengthened with prestressed CFRP sheets,the RC beams strengthened with prestressed CFRP sheets are simulated by the software of ANSYS and the methods of the nonlinear numerical analysis of the RC beams strengthened with prestressed CFRP sheets are elaborated.
采用ANSYS软件建立了预应力碳纤维加固混凝土结构的非线性有限元模型,并对预应力碳纤维加固的钢筋混凝土梁进行数值计算。
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。
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