动态巴西圆盘的过载现象:来自基于voronoi的不连续变形分析的见解

IF 4.2 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Engineering Analysis with Boundary Elements Pub Date : 2025-02-01 DOI:10.1016/j.enganabound.2025.106115
Kaiyu Zhang , Feng Liu , Jun Zhu , Xuehua Zhao , Aiming Zhang , Yanbing Zhao , Zijun Hu
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引用次数: 0

摘要

岩石的抗拉强度是岩石工程中作业爆破和支护系统设计的重要信息。然而,需要注意的是,在岩石动力学中,由于超载效应,BD试验中测得的抗拉强度可能高于实际值。本研究通过将DDA模拟的BD拉伸试验结果与分离式霍普金森压杆(SHPB)试验结果进行对比,研究了过载效应和动态拉伸强度校正。为定量评价岩石的动态抗拉强度特性,实现了基于voronoi的DDA标定流程。为了复制动态拉伸试验中观察到的速率效应,提出了一种考虑加载速率对强度细观参数影响的修正策略。为了获得准确的岩石动拉应力,利用过载修正对岩石动拉应力进行调整至关重要。此外,随着加载速率的增加,BD试样的破坏模式发生了变化。总体而言,数值结果表明,基于voronoi的DDA是定量分析动态巴西盘过载效应的有力工具,可能为岩石动态破裂机制提供有价值的见解。
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The overload phenomenon in dynamic Brazilian disc: Insights from Voronoi-based discontinuous deformation analysis
The tensile strength of rocks is a critical information in the design of operational blasting and support systems in rock engineering. However, it is important to note that in rock dynamic, the measured tensile strength in the BD test may be higher than the real value due to the overload effect. In this study, the overload effect and dynamic tensile strength correction are investigated by comparing the DDA simulation of BD tensile test with laboratory results from split Hopkinson pressure bar (SHPB) tests. A calibration flow for Voronoi-based DDA is implemented to quantitatively evaluate the dynamic tensile strength properties of rocks. To replicate the rate effect observed in dynamic tensile tests, a modification strategy is proposed, which considers the influence of the loading rate on the strength meso‑parameters. To obtain the accurate dynamic tensile stress of rocks, it is crucial to adjust the dynamic BD tensile stress using the overload correction. Additionally, the failure modes of BD sample shifts as the loading rate increases. Overall, the numerical results demonstrate that the Voronoi-based DDA is a powerful tool for quantitatively analyzing the overload effect in dynamic Brazilian disc and may provide valuable insights into the dynamic fracture mechanism of rock.
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来源期刊
Engineering Analysis with Boundary Elements
Engineering Analysis with Boundary Elements 工程技术-工程:综合
CiteScore
5.50
自引率
18.20%
发文量
368
审稿时长
56 days
期刊介绍: This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods. Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness. The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields. In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research. The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods Fields Covered: • Boundary Element Methods (BEM) • Mesh Reduction Methods (MRM) • Meshless Methods • Integral Equations • Applications of BEM/MRM in Engineering • Numerical Methods related to BEM/MRM • Computational Techniques • Combination of Different Methods • Advanced Formulations.
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