Ageing models and accelerated ageing tests of glass fiber reinforced concrete

R. Moceikis, A. Kičaitė, G. Skripkiūnas, A. Korjakins
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引用次数: 6

Abstract

Glass fiber reinforced concrete (GRC) is used for 40 years to create world’s most stunning and complex architectural elements due to its high mechanical properties, particularly flexural strength. Yet it is very important to note that any type of glass fibers in the concrete matrix are undergoing complex ageing processes, resulting to significant decrease of initial mechanical characteristics of this composite material under natural weathering conditions. Aspects of GRC durability are mainly dependent from the properties of fibers and interaction between them and concrete matrix. In this article, long term strength retention of this composite material is discussed, existing experimental data of weathering tests presented, and main corrosion mechanisms explained. Lack of knowledge about freeze- thaw resistance of glass fiber reinforced concrete is addressed. Finally, latest attempts of GRC durability improvement are reviewed, such as adding micro fillers, polymers to the concrete matrix and enhancing surface of fibers in Nano scale.
玻璃纤维增强混凝土老化模型及加速老化试验
玻璃纤维增强混凝土(GRC)由于其高机械性能,特别是抗弯强度,40年来一直用于创造世界上最令人惊叹和最复杂的建筑元素。然而,值得注意的是,混凝土基体中任何类型的玻璃纤维都经历着复杂的老化过程,导致这种复合材料在自然风化条件下的初始力学特性显著降低。GRC耐久性的各个方面主要取决于纤维的性能及其与混凝土基体的相互作用。本文讨论了这种复合材料的长期强度保持,介绍了现有的老化试验数据,并解释了主要的腐蚀机理。指出了人们对玻璃纤维混凝土抗冻融性能认识的不足。最后,综述了近年来在混凝土基体中添加微填料、聚合物以及在纳米尺度上增强纤维表面等提高GRC耐久性的最新尝试。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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