混合加载条件下ZnO纳米颗粒增强超高性能混凝土断裂韧性和力学性能的多尺度数值研究

IF 5.3 2区 工程技术 Q1 MECHANICS
Arzu Çağlar , Hakan Çağlar
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引用次数: 0

摘要

这项研究首次深入研究了氧化锌纳米颗粒(ZnO)对断裂韧性的影响,特别是在混合模式(I-II)条件下。它还率先测量了ZnO NP对超高性能混凝土(UHPC)力学和断裂性能的影响。为了模拟ZnO纳米颗粒在UHPC基体中不同断裂模式(ⅰ型、ⅱ型和I-ⅱ混合模式)下的行为,提出了一种新型的多尺度有限元(FE)模型。为了提高胶凝材料在复杂载荷情况下的耐久性和性能,研究确定了提高拉伸强度和断裂韧性的ZnO NP的理想用量。采用混凝土损伤塑性(CDP)模型模拟了UHPC基体的行为,该模型采用试验单轴压缩和直接拉伸数据进行校准。采用不同中心裂缝倾角(β)的裂隙直通式巴西盘(CSTBD)试验配置,研究了UHPC试件的断裂行为。通过β = 0°和β = 45°的实验结果验证了数值模型的有效性。随后的参数研究评估了ZnO NPs体积分数和裂纹倾角对I型、II型和混合模式(I-II)断裂韧性的影响。研究结果表明,添加0.4 wt% ZnO纳米粒子可显著提高复合材料的混合模式断裂韧性,特别是在拉伸-剪切联合机制主导的临界倾角下。虽然最大抗压强度的最佳用量为0.6 wt%(增加20.6%),但0.4 wt%的ZnO被证明是提高抗拉强度(增加高达40%)和断裂韧性的最佳用量。值得注意的是,在0.4 wt%时,纯剪切(模式II)断裂韧性增加了2.1倍以上。该研究强调了ZnO NPs在复杂混合模式加载条件下改善UHPC力学性能和抗断裂性能的巨大潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Enhancement of fracture toughness and mechanical properties of ultra-high performance concrete with ZnO nanoparticles under mixed-mode loading conditions: a multi-scale numerical investigation
This study is the first to thoroughly examine the effects of zinc oxide (ZnO) nanoparticles (NP) on fracture toughness, particularly in mixed-mode (I-II) conditions. It also pioneers the measurement of the impact of ZnO NP on the mechanical and fracture properties of Ultra-High Performance Concrete (UHPC). In order to simulate the behavior of ZnO nanoparticles in the UHPC matrix while taking into account different fracture modes (Mode I, Mode II, and mixed-mode I-II), the study presents a novel multi-scale finite element (FE) model. In order to improve the durability and performance of cementitious materials under complex loading scenarios, the study determines the ideal dosage of ZnO NP for increasing tensile strength and fracture toughness. The UHPC matrix behavior was simulated by the Concrete Damaged Plasticity (CDP) model, which was calibrated using experimental uniaxial compression and direct tension data. The fracture behavior of the UHPC specimens was examined using the Cracked Straight-Through Brazilian Disc (CSTBD) test configuration with different central crack inclination angles (β). The numerical model’s validity was confirmed against experimental results for β = 0° and β = 45°. A subsequent parametric study assessed the impact of ZnO NPs volume fraction and crack inclination angle on Mode I, Mode II, and mixed-mode (I-II) fracture toughness. Findings indicate that an optimal 0.4 wt% ZnO NPs addition significantly enhances mixed-mode fracture toughness, particularly at critical inclination angles dominated by combined tensile-shear mechanisms. While the optimal dosage for maximizing compressive strength was 0.6 wt% (yielding a 20.6 % increase), 0.4 wt% ZnO proved optimal for enhancing tensile strength (up to 40 % increase) and fracture toughness. Notably, at 0.4 wt%, the pure shear (Mode II) fracture toughness increased by over 2.1 times. This research highlights the substantial potential of ZnO NPs to improve UHPC mechanical properties and fracture resistance under complex, mixed-mode loading conditions.
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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