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1)  fiber reinforced plastic rebar
纤维增强塑料筋
1.
Based on the mechanical properties of fiber reinforced plastic rebar (FRP) and concrete beam, the expressions of cross section curvature at specified yield point of FRP and at failure of beam are established.
根据纤维增强塑料筋(FRP筋)及其混凝土梁的力学性能,建立了纤维增强塑料筋混凝土梁达到纤维增强塑料筋名义屈服强度的截面曲率和梁最终破坏的截面曲率的表达式。
2.
On the basis of test results, the effect of reinforcement ratio of fiber reinforced plastic rebar (FRP) on the ultimate moment of FRP reinforced concrete beam is analyzed, the concept of specified yield point is put forward,the capacity reduction factor is suggested connected with the test results.
本文根据试验结果分析了纤维增强塑料筋配筋率对纤维增强塑料筋混凝土梁受弯承载力的影响,提出了纤维增强塑料筋的名义屈服点的概念,建议了纤维增强塑料筋强度折减系数。
2)  Carbon Fiber Reinforced Plastics tendons
碳纤维增强塑料筋(CFRP筋)
3)  fiber reinforced plastic (FRP) bolt
纤维增强塑料筋锚杆
4)  AFRP rods
芳纶纤维增强塑料筋
1.
Assuming that the AFRP rods is transvereely isotropic material, the mechanical interaction and the frictional action are taken into account.
基于Tepfers受均匀内压力作用的厚壁圆筒力学模型和混凝土材料的软化性能,视芳纶纤维增强塑料筋为横观各向同性材料,同时考虑了芳纶纤维增强塑料筋与混凝土之间的摩擦力和机械咬合力,建立了芳纶纤维增强塑料筋与混凝土之间劈裂粘结应力的计算方法,其理论值与试验值符合较好。
5)  Fiber Reinforced Plastics(FRP) rebars
纤维增强塑料(FRP筋)
6)  basalt fiber reinforced plastic bar
玄武岩纤维增强塑料筋
补充资料:碳(石墨)纤维增强体(见碳纤维、石墨纤维)


碳(石墨)纤维增强体(见碳纤维、石墨纤维)
earbon(graPhite)fibrereinforeements

,、、里z耽维增强体earbon(graphi现inforcements用于复合材料中承受负荷,田的磷纤始知五史纤俯亡e)fibre起增强作
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