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1)  fiber reinforced plastic (FRP) bolt
纤维增强塑料筋锚杆
2)  fiber reinforced plastic(FRP) bolt
纤维增强塑料锚杆
1.
Based on the theoretical differential equations of fiber reinforced plastic(FRP) bolts anchored in the rock,and combined with the continuous smooth bond-slip curve of FRP,the nonlinear numerical calculation method is put forward.
以建立的纤维增强塑料锚杆在岩土体中的粘结锚固基本方程为基础,结合纤维增强塑料锚杆的连续光滑粘结–滑移本构关系模式,提出了纤维增强塑料锚杆锚固性能分析的数值计算方法,并通过与FRP锚杆锚固试验结果对比确定有关参数。
3)  fiber glass reinforced plastic anchor
玻璃纤维增强塑料锚杆
1.
This paper expounds the development course,structural characteristics and working principles of twist fiber glass reinforced plastic anchor,analyzes its main advantages,and probes into its technical effect and economic benefit.
阐述了麻花式玻璃纤维增强塑料锚杆研制过程、结构特征与工作原理,分析了其主要优点,探讨了其技术效果与经济效益。
4)  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。
5)  Carbon Fiber Reinforced Plastics tendons
碳纤维增强塑料筋(CFRP筋)
6)  Glass fiber reinforced polymer(GFRP) bolt
玻璃纤维增强塑料砂浆锚杆
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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