评价纤维增强胶凝复合材料增韧性能的实验r曲线

B. Mobasher, C. Li, A. Ariño
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引用次数: 6

摘要

程序,以获得实验r曲线使用顺应校准技术进行了审查。r曲线为研究材料的断裂过程和脆性-韧性转变提供了一种方便的手段。单棱缺口梁试件在闭环齿条开口控制下进行试验。讨论了利用加载/卸载柔度和残余位移获得r曲线的方法。定义了弹性等效韧性K(上标)R作为裂纹扩展的函数,以便将R曲线与文献中可用的数据进行比较。所开发的测试方法适用于纤维增强混凝土(FRC)复合材料,其短切氧化铝,碳和聚丙烯(PP)纤维的体积高达8%。由于添加了短碳和氧化铝纤维,观察到基体的显著强化。复合材料的r曲线表现为稳态断裂韧性的增加。在PP-FRC复合材料中,纤维拉出引起的能量耗散在主裂纹形成后较好地提高了r曲线的上升速率。根据循环加卸载试验计算了断裂功,并与r曲线进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental R-Curves for Assessment of Toughening in Fiber Reinforced Cementitious Composites
Procedures to obtain the experimental R-Curves using a compliance calibration technique are examined. R-Curves provide a convenient means to study the process of fracture and the brittle-ductile transition in materials. Single edge notched beam specimens are tested under closed loop rack mouth opening control. The procedure to obtain the R-Curves using loading/unloading compliance and the residual displacements are discussed. An elastically equivalent toughness K(superscript)R as a function of crack extension is defined to compare the R-Curves with the available data in the literature. The developed test method is applied to fiber reinforced concrete (FRC) composites with up to 8 percent by volume of short, chopped alumina, carbon, and polypropylene (PP) fibers. Significant strengthening of the matrix due to the addition of short carbon and alumina fibers are observed. R-Curves in these composites are characterized by an increase in the steady state fracture toughness. In PP-FRC composites, energy dissipation due to fiber pullout increases the ascending rate of the R-Curve well after the main crack has formed. The work of fracture is calculated from the cyclic loading/unloading tests and the results are compared with the R-Curves.
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