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Structural Properties and Damage Detection Capability of Carbon Nanotube Modified Mortars after Freeze-Thaw

机译:碳纳米管改性砂浆冻融后的结构特性和损伤检测能力

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摘要

Here we explore the structural properties and damage sensing of cementitious mortars after a freeze-thaw process (F-T) as a function of nano-modification. For this purpose, carbon nanotubes were added at 0.2–0.8 wt.% cement using two different dispersive agents. F-T resulted in reduced fracture energy in nano-modified specimens prepared using superplasticizer as a dispersant while the opposite held true for the surfactant-containing ones. All nano-modified mortars possessed significantly higher fracture energy compared to the plain specimens after F-T (up to 73% improvement). The acoustic emission activity was lower after F-T, while acoustic emission indicators revealed a more tensile mode of fracture in both plain and nano-modified mortars.
机译:在这里,我们研究了冻融工艺(F-T)后纳米水泥改性的水泥砂浆的结构特性和损伤感知。为此,使用两种不同的分散剂,以0.2-0.8 wt。%的水泥添加碳纳米管。 F-T导致使用超塑化剂作为分散剂制备的纳米改性样品的断裂能降低,而含表面活性剂的样品则相反。与F-T处理后的普通样品相比,所有纳米改性的砂浆均具有明显更高的断裂能(提高了73%)。 F-T后的声发射活性较低,而声发射指标则显示出普通和纳米改性砂浆的断裂拉伸模式更大。

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