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A New, Simple, Practical Method to Characterize Toughness of Fiber-Reinforced Cement-Based Composites

机译:表征纤维增强水泥基复合材料韧性的新的,简单,实用的方法

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摘要

A simple and practical method to evaluate the toughness based on the flexural load-deflection curve is proposed, which overcomes many concerns surrounding the existing methods. The proposed method primarily considers the postcracking part of the load-deflection curve. The advantages of characterizing toughness in this region are that composite behavior in that region is most affected by the type of reinforcement, and measurement errors are relatively small. By analyzing data from the literature, it was shown that this method can give similar results regardless of the method used for measuring deflection, making this method applicable to test facilities of varying sophistication. Some advantages of the proposed method include: clear identification of the first crack point, the use of toughness indexes that are independent of the first crack deflection (where measurement error is greater), and quantitative representation of the load-deflection curve shape through the use of four postcracking toughness indexes, or quantitative representation of the overall composite toughness through a single parameter.
机译:提出了一种简单实用的基于挠曲载荷-挠度曲线的韧性评估方法,克服了现有方法的诸多顾虑。所提出的方法主要考虑了载荷-挠度曲线的后裂纹部分。在该区域中表征韧性的优点是,该区域中的复合行为受增强类型的影响最大,并且测量误差相对较小。通过分析来自文献的数据,表明该方法可以提供相似的结果,而与用于测量挠度的方法无关,这使得该方法适用于各种复杂程度的测试设备。该方法的一些优点包括:清晰地识别出第一裂纹点,使用独立于第一裂纹挠度(其中测量误差较大)的韧性指数,以及通过使用载荷定量曲线的定量表示四个开裂后韧性指数,或通过单个参数定量表示整体复合材料韧性。

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