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首页> 外文期刊>Journal of Composite Materials >Engineering plastic gripping mechanism for tension testing of FRP bars
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Engineering plastic gripping mechanism for tension testing of FRP bars

机译:FRP条张力试验的工程塑料夹持机构

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摘要

A new grip adaptor, made of an engineering plastic Cast Polyamide 6 (PA6G), was developed for tension testing of FRP reinforcing bars. The new adaptor offers several advantages over conventional anchors, including the ease of application and reuse, being economical, no need for skilled labor, smaller difference between the hardness of the adaptors and sample. Bars with three different diameters (6, 8 and 12 mm), three types of fiber (Carbon, Glass and Basalt) and four types of surface texture (ribbed, wound, fine-sand coated and coarse-sand coated with widely-spaced wrapping) were tested to failure under uniaxial tension. Two identical bars were tested for each combination of parameters (fiber type, surface texture and bar diameter), one with PA6G and the other with grout-filled steel anchors. The tests indicated that the proposed method was able to ensure FRP bars to reach their tensile capacities and fail by rupture without crushing in the gripping regions and pull-out from the jaws of the testing machine. The modulus of elasticity, tensile strength and ultimate strain values of the bars with PA6G anchors were in rather close agreement with the respective values of specimens with conventional steel anchors. This close agreement, i.e. mostly a difference below 5%, implies the success of the proposed method. Among all tested bars, only the ribbed ones failed in the gripping regions in the presence of both anchors as a result of the limited contact surface (rib area), pointing out the need for the use of longer anchors for ribbed bars.
机译:用于由工程塑料铸造聚酰胺6(PA6G)制成的新的抓握适配器,用于FRP加强杆的张力测试。新适配器提供了与传统锚固件相比的几个优点,包括易于应用和重用,经济,不需要熟练的劳动力,适配器和样品的硬度之间的较小差异。具有三个不同直径(6,8和12 mm)的条,三种类型的纤维(碳,玻璃和玄武岩)和四种类型的表面纹理(罗纹,缠绕,细砂涂层和粗砂涂有广泛间隔的包装)在单轴张力下测试到失败。针对每个参数(光纤类型,表面纹理和杆直径)的每个组合测试了两个相同的条形,其中具有PA6G,另一个具有灌浆填充钢锚。该试验表明,该方法能够确保FRP条达到其拉伸容量,并且通过破裂而失效而不会在夹紧区域中挤压并从测试机的钳口拉出。具有PA6G锚固杆的棒的弹性模量,抗拉强度和杆的极限应变值与具有传统钢锚的标本的各个值相当紧密地保持一致。这一紧密协议,即大多数差异低于5%,意味着该方法的成功。在所有测试的杆中,由于有限的接触表面(肋区)的结果,只有肋状区域在两个锚点存在下,指示需要使用罗纹条的较长锚的需要。

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