Assessment of the Failure Process of Self-Compacting Concrete Modified With SIO2 Nanoparticles by Acoustic Emission Method

Paweł Niewiadomskia, J. Hola
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引用次数: 1

Abstract

One of the new directions in self-compacting concrete (SCC) research is the modification of its composition with the addition of nanoparticles, which due to their unique properties are believed to improve the mechanical properties of cementitious composites. An important issue concerning the mechanical behavior of concrete under compression load is the failure process. At the moment, however, there is no knowledge of the effect of nanoparticles on the failure process of compressed SCC. The aim of the work is to investigate the failure process of compressed self-compacting concrete based on coarse and fine granite aggregate made both without and with SiO 2 nanoparticles in the amount of 2.0% and 4.0% of the cement weight. The research includes the determination of the levels of the initial cracking stresses σ i and the critical stresses σ cr that delimit individual stages of the studied process. Investigations were carried out using the acoustic emission (AE) method, and during the tests the recorded descriptors were the sum of counts (N c ) and the average effective value of the acoustic emission signal (RMS). The paper shows that the addition of SiO 2 nanoparticles has a positive effect on the failure process of compressed SCC. Moreover, the practical aspect of the obtained results for engineering purposes is provided.
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声发射法评价SIO2纳米颗粒改性自密实混凝土破坏过程
纳米颗粒改性自密实混凝土是自密实混凝土研究的新方向之一,纳米颗粒由于其独特的性能被认为可以改善胶凝复合材料的力学性能。受压荷载作用下混凝土力学性能的一个重要问题是破坏过程。然而,目前还不清楚纳米颗粒对压缩SCC破坏过程的影响。本研究的目的是研究以粗粒和细粒花岗岩骨料为基础的自密实混凝土的破坏过程,这些骨料分别由水泥重量的2.0%和4.0%的sio2纳米颗粒和不含sio2纳米颗粒制成。研究包括确定初始开裂应力σ i和临界应力σ cr的水平,这些应力σ cr划分了研究过程的各个阶段。实验采用声发射(AE)方法,记录的描述符为声发射信号的计数和(N c)和平均有效值(RMS)。研究表明,sio2纳米颗粒的加入对压缩SCC的破坏过程有积极的影响。此外,还提供了所得结果用于工程目的的实际方面。
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