Acoustic emission characteristics of damage evolution of multi-scale fiber reinforced rubberized concrete under uniaxial compression and tension after being subjected to high temperatures

IF 2.9 3区 工程技术 Q2 ENGINEERING, CIVIL
Shaoqi Zhang, Yao Zhang, Qianru Lei, Yumeng Yang, Yichao Wang, Fei Xu, Zhiguo Yan, Hehua Zhu
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Abstract

Recently developed multi-scale fiber (i.e., CaCO3 whisker, polyvinyl alcohol (PVA) fiber, and steel fiber) reinforced rubberized concrete exhibits excellent mechanical properties and spalling resistance at high temperatures. Measurement of macro properties such as strength and Young’s modulus cannot reveal and characterize damage mechanisms, particularly those relating to the multi-scale fiber strengthening effect. In this study, acoustic emission (AE) technology is applied to investigate the impact of multi-scale fiber on the damage evolution of rubberized concrete exposed to high temperatures, under the uniaxial compression and tension loading processes. The mechanical properties, AE event location, peak frequency, b-value, the ratio of rise time to amplitude (RA), average frequency (AF) values, and AE energy of specimens are investigated. The results show that the number of events observed using AE gradually increases as the loading progresses. The crumb rubber and fibers inhibit the generation and development of the cracks. It is concluded that both the peak frequency and b-value reflect the extension process of cracks. As the cracks develop from the micro scale to the macro scale, the peak frequency tends to be distributed in a lower frequency range, and the b-value decreases gradually. At the peak stress point, the AE energy increases rapidly and the b-value decreases. The specimens without multi-scale fibers exhibit brittle failure, while the specimens with fibers exhibit ductile failure. In addition, adding multi-scale fibers and crumb rubber increases the peak frequency in the medium and high frequency ranges, indicating a positive effect on inhibiting crack development. After being subjected to high temperatures, the maximum and minimum b-values decrease, reflecting an increase in the number of initial cracks due to thermal damage. Meanwhile, the RA and AF values are used to classify tensile and shear cracks. The specimens fracture with more shear cracks under compression, and there are more tensile cracks in specimens with multi-scale fibers under tension.

高温条件下多尺度纤维增强橡胶混凝土在单轴压缩和拉伸条件下损伤演变的声发射特征
最近开发的多尺度纤维(即 CaCO3 晶须、聚乙烯醇(PVA)纤维和钢纤维)增强橡胶混凝土在高温下表现出优异的机械性能和抗剥落性。对强度和杨氏模量等宏观性能的测量无法揭示和表征破坏机制,特别是与多尺度纤维强化效应有关的破坏机制。本研究采用声发射(AE)技术,研究单轴压缩和拉伸加载过程中,多尺度纤维对暴露于高温下的橡胶混凝土损伤演变的影响。研究了试样的力学性能、AE 事件位置、峰值频率、b 值、上升时间与振幅之比 (RA)、平均频率 (AF) 值和 AE 能量。结果表明,随着加载的进行,使用 AE 观察到的事件数量逐渐增加。橡胶屑和纤维抑制了裂缝的产生和发展。结论是峰值频率和 b 值都反映了裂纹的扩展过程。当裂纹从微观尺度发展到宏观尺度时,峰值频率趋向于分布在较低的频率范围内,而 b 值则逐渐减小。在应力峰值点,AE 能量迅速增加,b 值下降。无多尺度纤维的试样表现为脆性破坏,而有纤维的试样则表现为韧性破坏。此外,添加多尺度纤维和橡胶屑可提高中高频率范围内的峰值频率,表明对抑制裂纹发展有积极作用。在经受高温后,最大和最小 b 值均有所下降,反映出由于热损伤导致初始裂纹数量增加。同时,RA 值和 AF 值可用于划分拉伸和剪切裂纹。在压缩条件下,试样断裂时产生的剪切裂纹更多,而在拉伸条件下,具有多尺度纤维的试样产生的拉伸裂纹更多。
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来源期刊
CiteScore
5.20
自引率
3.30%
发文量
734
期刊介绍: Frontiers of Structural and Civil Engineering is an international journal that publishes original research papers, review articles and case studies related to civil and structural engineering. Topics include but are not limited to the latest developments in building and bridge structures, geotechnical engineering, hydraulic engineering, coastal engineering, and transport engineering. Case studies that demonstrate the successful applications of cutting-edge research technologies are welcome. The journal also promotes and publishes interdisciplinary research and applications connecting civil engineering and other disciplines, such as bio-, info-, nano- and social sciences and technology. Manuscripts submitted for publication will be subject to a stringent peer review.
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