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Two-scale concurrent simulations for crack propagation using FEM–DEM bridging coupling 利用 FEM-DEM 桥接耦合对裂纹扩展进行双尺度并行模拟
IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-27 DOI: 10.1007/s40571-024-00788-x
Manon Voisin-Leprince, Joaquin Garcia-Suarez, Guillaume Anciaux, Jean-François Molinari

The Discrete element method (DEM) is a robust numerical tool for simulating crack propagation and wear in granular materials. However, the computational cost associated with DEM hinders its applicability to large domains. To address this limitation, we employ DEM to model regions experiencing crack propagation and wear, and utilize the finite element method (FEM) to model regions experiencing small deformation, thus reducing the computational burden. The two domains are linked using a FEM–DEM coupling, which considers an overlapping region where the deformation of the two domains is reconciled. We employ a “strong coupling” formulation, in which each DEM particle in the overlapping region is constrained to an equivalent position obtained by nodal interpolation in the finite element. While the coupling method has been proved capable of handling propagation of small-amplitude waves between domains, we examine in this paper its accuracy to efficiently model for material failure events. We investigate two cases of material failure in the DEM region: the first one involves mode I crack propagation, and the second one focuses on rough surfaces’ shearing leading to debris creation. For each, we consider several DEM domain sizes, representing different distances between the coupling region and the DEM undergoing inelasticity and fracture. The accuracy of the coupling approach is evaluated by comparing it with a pure DEM simulation, and the results demonstrate its effectiveness in accurately capturing the behavior of the pure DEM, regardless of the placement of the coupling region.

离散元法(DEM)是模拟颗粒材料裂纹扩展和磨损的一种强大的数值工具。然而,与 DEM 相关的计算成本阻碍了它在大型领域的应用。为解决这一局限性,我们采用 DEM 对裂纹扩展和磨损区域进行建模,并利用有限元法(FEM)对小变形区域进行建模,从而减轻计算负担。利用 FEM-DEM 耦合将两个域连接起来,其中考虑了一个重叠区域,在该区域中,两个域的变形得以协调。我们采用了一种 "强耦合 "公式,即重叠区域中的每个 DEM 粒子都受限于有限元中通过节点插值获得的等效位置。虽然耦合方法已被证明能够处理小振幅波在域之间的传播,但我们在本文中仍要考察其在有效模拟材料失效事件方面的准确性。我们研究了 DEM 区域材料失效的两种情况:第一种涉及模式 I 裂纹传播,第二种侧重于粗糙表面剪切导致碎屑产生。对于每种情况,我们都考虑了几种 DEM 域尺寸,代表耦合区域与发生非弹性和断裂的 DEM 之间的不同距离。通过与纯 DEM 仿真进行比较,评估了耦合方法的准确性,结果表明,无论耦合区域的位置如何,耦合方法都能有效准确地捕捉纯 DEM 的行为。
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引用次数: 0
In silico design-space analysis of a novel tablet coating process using advanced modeling 利用先进建模对新型片剂包衣工艺进行硅设计空间分析
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-26 DOI: 10.1007/s40571-024-00804-0
Peter Boehling, Dalibor Jajcevic, Frederik Detobel, James Holman, Laura Bower, Matthew Metzger, Johannes G. Khinast

Continuous manufacturing has been increasingly applied in the pharmaceutical industry. The advantages are a more flexible process, decreased costs, and opportunities for better quality control. However, performing experiments is still the way to go when developing a new process but most experiments offer only limited process insight. As part of its ConsiGma® continuous processing lines, GEA has developed a semi-continuous tablet coater with unique design and process mechanics. Simulations enable a deeper understanding of the process mechanics and allow the transition from an empirical process to a mechanistic understanding of the individual process units. We used simulations to improve the understanding of the ConsiGma® tablet coater through a digital multivariate design study. Our simulations demonstrate how the mechanical and material properties influence the tablet bed behavior. We tracked the effects of thermodynamic inputs on the coating quality via the tablet temperature and moisture. These results may be helpful in the future development of coating processes using limited experimental data.

连续生产已越来越多地应用于制药业。其优点是工艺更灵活、成本更低,并有机会进行更好的质量控制。然而,在开发新工艺时,进行实验仍然是一种方法,但大多数实验只能提供有限的工艺见解。作为其 ConsiGma® 连续加工生产线的一部分,GEA 开发了一种具有独特设计和工艺力学的半连续片剂包衣机。模拟可以加深对工艺机械的理解,并从经验工艺过渡到对单个工艺单元的机械理解。我们利用模拟,通过数字多元设计研究,加深了对 ConsiGma® 片剂包衣机的理解。我们的模拟演示了机械和材料特性如何影响片剂床的行为。我们通过片剂温度和水分跟踪了热力学输入对包衣质量的影响。这些结果可能有助于今后利用有限的实验数据开发包衣工艺。
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引用次数: 0
Accurate prediction of generalized oil–water interface evolution with a novel multiphase SPH scheme 利用新型多相 SPH 方案精确预测广义油水界面演变
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-26 DOI: 10.1007/s40571-024-00800-4
Chun-Yao Zheng, Fei-Guo Chen, Lin Zhang, Yuan Zhou

In multiphase SPH method, accurate prediction of oil–water interface is a key, and a major source of failure is due to the nonphysical pressure oscillation. Then in this work, a novel multiphase SPH scheme is designed to solve this problem by integrating several treatments of pressure oscillation together, when the generalized oil–water two-phase flows are simulated. These treatments are: (1) the revised diffusive term which is added in the continuity equation by replacing the original density with the density increment; (2) the corrected density re-initialization during whose implementation different-phase fluid particles must be converted into the imaginary same-phase ones; (3) the particle shifting technique to distribute particles more uniformly. Through the simulation of several generalized oil–water two-phase flow problems as well as comparison with reference solutions, it is validated that our novel SPH scheme is stable, accurate and with less dissipation, and can avoid particle penetration near interface. Finally, a new and more complex generalized oil–water two-phase flow problem is designed and simulated to further demonstrate the above advantages of our SPH scheme.

在多相 SPH 方法中,准确预测油水界面是一个关键,而失败的一个主要原因是非物理压力振荡。因此,本研究设计了一种新型多相 SPH 方案,在模拟广义油水两相流时,将压力振荡的几种处理方法整合在一起,以解决这一问题。这些处理方法是(1) 在连续性方程中加入修正的扩散项,用密度增量代替原来的密度;(2) 修正的密度重初始化,在实施过程中必须将不同相流体粒子转换为假想的同相粒子;(3) 粒子移动技术,使粒子分布更均匀。通过对几个广义油水两相流问题的模拟以及与参考解的比较,验证了我们的新 SPH 方案稳定、精确、耗散少,并能避免颗粒在界面附近穿透。最后,设计并模拟了一个新的、更复杂的广义油水两相流问题,以进一步证明我们的 SPH 方案的上述优点。
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引用次数: 0
The virtual stress boundary method to impose nonconforming Neumann boundary conditions in the material point method 虚拟应力边界法在材料点法中施加不符合新曼边界条件
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-25 DOI: 10.1007/s40571-024-00793-0
Joel Given, Yong Liang, Zhixin Zeng, Xiong Zhang, Kenichi Soga

The material point method (MPM) is a popular and powerful tool for simulating large deformation problems. The hybrid Eulerian–Lagrangian nature of the MPM means that the Lagrangian material points and the Eulerian background mesh are often nonconforming. Once the material and mesh boundaries become misaligned, imposing boundary conditions, such as Neumann boundary conditions (i.e., traction), becomes a challenge. The recently developed virtual stress boundary (VSB) method allows for imposing nonconforming Neumann boundary conditions without explicit knowledge of the boundary position. This is achieved through a problem transformation where the original boundary traction problem is replaced by an equivalent problem featuring a virtual stress field. This equivalent problem results in updated governing equations which are ultimately solved using a combination of particle-wise and cell-wise quadrature. In the current work, a modification to the VSB method is proposed to eliminate the need for cell-wise quadrature. Despite removing cell-wise quadrature, the modified VSB method maintains the accuracy observed in the original approach. Several numerical examples, including 1D and 2D benchmark problems, as well as a 3D demonstration problem, are presented to investigate the accuracy and illustrate the capability of the modified VSB method. Mesh refinement studies are included to show the method’s good convergence behavior.

材料点法(MPM)是模拟大变形问题的一种流行而强大的工具。MPM 的欧拉-拉格朗日混合性质意味着拉格朗日材料点和欧拉背景网格经常不一致。一旦材料和网格边界出现错位,施加边界条件(如诺伊曼边界条件,即牵引力)就成为一项挑战。最近开发的虚拟应力边界(VSB)方法可以在不明确边界位置的情况下施加不符合要求的 Neumann 边界条件。这是通过问题转换实现的,在这种转换中,原始的边界牵引问题被以虚拟应力场为特征的等效问题所取代。这个等效问题会产生更新的控制方程,最终使用粒子正交和单元正交相结合的方法求解。在当前的工作中,我们提出了对 VSB 方法的修改,以消除对单元正交的需求。尽管取消了单元正交,但修改后的 VSB 方法仍保持了原始方法的精度。本文介绍了几个数值示例,包括一维和二维基准问题,以及一个三维演示问题,以研究修改后的 VSB 方法的精度并说明其能力。还包括网格细化研究,以显示该方法的良好收敛性。
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引用次数: 0
Effect of particle diameter and void fraction on gas–solid two-phase flow: a numerical investigation using the Eulerian–Eulerian approach 颗粒直径和空隙率对气固两相流的影响:利用欧拉-欧拉方法进行的数值研究
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-23 DOI: 10.1007/s40571-024-00798-9
Adel M. Elreafay, Khaled M. Salem, Ramzy M. Abumandour, A. S. Dawood, Saeed Al Nuaimi

Sudden expansion pipes are crucial in fluid dynamics for studying flow behavior, turbulence, and pressure distribution in various systems. This study focuses on investigating the behavior of a two-phase flow, specifically a gas–solid turbulent flow, in a sudden expansion. The Eulerian–Eulerian approach is employed to model the flow characteristics. The Eulerian–Eulerian approach treats both phases (gas and solid) as separate continua, and their interactions are described using conservation equations for mass, momentum, and energy. The study aims to understand the complex phenomena occurring in the flow, such as particle dispersion, turbulence modulation, and pressure drop. The governing equations are solved using house developed code called FORTRAN, a widely used programming language in scientific and engineering simulations. The results of this study will provide valuable insights into the behavior of gas–solid two-phase flows in sudden expansions, which have important applications in various industries, including chemical engineering, energy systems, and environmental engineering. A parametric study of the impact of particles diameters (20, 120, 220, 500 µm), the solid volume loading ratios ((0.005, 0.008, 0.01)) and area ratios (2.25, 5.76, 9) effect of sudden expansion on the streamlines, local skin friction, pressure, velocity, turbulent kinetic energy, and separation zone.

在流体动力学中,突然膨胀管道对于研究各种系统中的流动行为、湍流和压力分布至关重要。本研究的重点是研究两相流(特别是气固湍流)在急剧膨胀中的行为。采用欧拉-欧拉方法对流动特性进行建模。欧拉-欧拉方法将两相(气体和固体)视为独立的连续体,并使用质量、动量和能量守恒方程来描述它们之间的相互作用。研究旨在了解流动中出现的复杂现象,如颗粒分散、湍流调节和压降。这些控制方程是使用内部开发的 FORTRAN 代码求解的,FORTRAN 是一种在科学和工程模拟中广泛使用的编程语言。这项研究的结果将为气固两相流在突然膨胀时的行为提供有价值的见解,这在化学工程、能源系统和环境工程等多个行业都有重要应用。参数研究了颗粒直径(20、120、220、500 µm)、固体体积负载比((0.005、0.008、0.01))和面积比(2.25、5.76、9)对骤然膨胀的流线、局部表皮摩擦、压力、速度、湍流动能和分离区的影响。
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引用次数: 0
Quantitative analysis of grain size effect on tensile mechanical behavior of granite based on multi-level force chain networks 基于多级力链网络的晶粒尺寸对花岗岩拉伸力学行为影响的定量分析
IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-16 DOI: 10.1007/s40571-024-00790-3
Wei Li, Liyuan Yu, Tao Zhang, Haijian Su, Xianzhen Mi, Doudou Fan, Bao Jin

A three-dimensional grain-based model based on the discrete element method is proposed for reconstructing the filling and grouping of minerals in granite, then a batch of numerical disc specimens with different grain sizes RG are subjected to the Brazilian splitting test. In addition, the force chain networks in the numerical samples are subjected to multi-level classification and quantitative analysis, and the grain size effect on the tensile mechanical behavior of granite is discussed from the perspective of force chain networks. The results show that the mechanical properties and micro-cracking behavior of fine- and coarse-grained samples obtained experimentally and from simulation are consistent, including the load–displacement curve, the peak load, the failure displacement, and the proportion of intergranular/transgranular cracks. Therefore, the reliability of the model is verified. As RG increases, the number of intragranular contacts increases, while the number of intergranular contacts decreases. The bearing capacity and deformation resistance of the samples increase. As RG increases, both the number and sum of force chains for intragranular structures increase gradually, while these two parameters for intergranular structures decrease; meanwhile, the average values for intragranular and intergranular structures increase with increasing RG. As RG continues to increase, the number of contacts within mineral grains capable of withstanding external loads increases, forming a robust force chain network to bear external loads. It becomes challenging for a low-level load to break the contacts within the mineral, leading to an increase in the sample’s load-bearing capacity.

提出了一种基于离散元法的三维晶粒模型,用于重建花岗岩中矿物的填充和分组,然后对一批不同晶粒尺寸 RG 的数值圆盘试样进行了巴西劈裂试验。此外,还对数值试样中的力链网络进行了多级分类和定量分析,并从力链网络的角度讨论了晶粒尺寸对花岗岩拉伸力学行为的影响。结果表明,实验和模拟得到的细粒样品和粗粒样品的力学性能和微裂纹行为是一致的,包括载荷-位移曲线、峰值载荷、破坏位移和晶间/跨晶粒裂纹比例。因此,模型的可靠性得到了验证。随着 RG 的增加,晶内接触数量增加,而晶间接触数量减少。样品的承载能力和抗变形能力也随之提高。随着 RG 的增加,粒内结构的力链数量和力链总和逐渐增加,而粒间结构的这两个参数逐渐减少;同时,粒内结构和粒间结构的平均值随着 RG 的增加而增加。随着 RG 的不断增加,矿物晶粒内部能够承受外部载荷的接触点数量也会增加,从而形成一个强大的力链网络来承受外部载荷。低级荷载要破坏矿物内部的接触点变得非常困难,从而提高了样品的承载能力。
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引用次数: 0
Investigation of the parallel gradation method based on response of ballast penetration into subgrade soil by discrete element method 基于离散元法对路基土中压载物渗透响应的平行分级法研究
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-11 DOI: 10.1007/s40571-024-00795-y
Jie Zhang, Rusong Nie, Yongchang Tan, MaoTong Huang, Yafeng Li, Yipeng Guo

Treating ballast and subgrade soil as an integrated unit for sampling and loading has proven to be an effective method for investigating the interaction between ballast and subgrade soil. Given that direct testing of specimens containing large ballast is constrained by the capabilities of standard laboratory equipment, adopting a model material of smaller size is recommended. Parallel gradation method is widely used for this purpose. This study performed an evaluation of parallel gradation method based on the response of ballast penetration into subgrade soil. Discrete element models were developed to simulate the penetration of crushed ballast, featuring three different parallel gradations, into subgrade soil. On this basis, dynamic triaxial simulations were conducted on these models. By comparing the macroscopic and mesoscopic mechanical characteristics at different scaling ratio, the applicability of the parallel gradation method for assessing ballast penetration into subgrade soil was evaluated. At the macroscopic scale, the scaling ratio of crushed ballast significantly influences the axial, volumetric, and lateral deformations observed during penetration into subgrade soil. Specifically, a smaller average grain size of ballast correlates with reduced deformations in these specimens. The penetration of crushed ballast into subgrade soil significantly increases the porosity of subgrade soil, particularly at the interface between ballast and subgrade. This increase in porosity is more pronounced with larger average grain sizes of ballast. At the mesoscopic scale, larger average grain sizes of ballast lead to more localized high contact forces and more significant stress concentrations. The parallel gradation method substantially affects the mechanical properties of ballast penetration into subgrade soil, at both macroscopic and mesoscopic scales. Therefore, a cautious approach is necessary when relying on this method for precise assessments.

事实证明,将道碴和路基土作为一个整体进行取样和加载是研究道碴和路基土之间相互作用的有效方法。由于直接测试含有大型道碴的试样受到标准实验室设备能力的限制,因此建议采用尺寸较小的模型材料。为此,平行分层法得到了广泛应用。本研究根据路碴渗入路基土的响应,对平行分级法进行了评估。建立了离散元件模型,以模拟具有三种不同平行分级的碾压道碴渗入路基土的情况。在此基础上,对这些模型进行了动态三轴模拟。通过比较不同缩放比下的宏观和中观力学特性,评估了平行分级法在评估碾压土渗入路基土中的适用性。在宏观尺度上,碾压道碴的缩放比会显著影响渗透到路基土壤过程中观察到的轴向、体积和侧向变形。具体来说,压载物的平均粒径越小,这些试样的变形就越小。碾碎的压载物渗入路基土壤后,会显著增加路基土壤的孔隙率,尤其是在压载物与路基的交界处。压载物平均粒径越大,孔隙率的增加越明显。在中观尺度上,压载物平均粒径越大,局部接触力越大,应力集中越明显。无论是在宏观尺度还是在中观尺度上,平行分级法都会对碴土渗入路基土体的力学性能产生重大影响。因此,在依靠这种方法进行精确评估时,必须谨慎从事。
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引用次数: 0
Discrete element analysis of jointed rock mass impact on rigid baffle structure 节理岩块冲击刚性挡板结构的离散元素分析
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-10 DOI: 10.1007/s40571-024-00797-w
Shiqi Liu, Zhichao Cheng, Huanling Wang, Yong Zhou, Wei Li

Rockslide is a hot topic and universal phenomenon in the mountainous regions prone to geological hazards, which may pose substantial threats to property. The discrete element method (DEM) has been widely used to simulate the movement process of rockslide and avalanche. However, the rockslide involving jointed rock mass needs more adequate study to evaluate the safety implications effectively. In this paper, a series of DEM tests are conducted to study the movement and fragmentation of blocks with varying structure. The results show that at sliding angle of 45°, horizontal velocity reduces more slowly than vertical velocity because the particles move in a forward direction after impacting the bottom wall. The existence of a baffle structure limits sliding particle movement effectively and enhances the arch effect through the distribution of contact force chains. The number of joints, slope angle and sliding distance have considerable impact on bond breaking percentages and the displacement of the rock mass center. All bond break percentages are close to 90%, and number of joints and slope angle have little impact on the displacement of the rock mass center. This study can guide landslide disaster prevention.

在易发生地质灾害的山区,岩石滑坡是一个热门话题和普遍现象,可能对财产造成重大威胁。离散元法(DEM)已被广泛用于模拟岩石滑坡和雪崩的运动过程。然而,涉及节理岩体的岩崩需要更充分的研究,以有效评估其安全影响。本文进行了一系列 DEM 试验,以研究不同结构岩块的运动和破碎情况。结果表明,在滑动角为 45°时,水平速度的降低速度比垂直速度的降低速度慢,因为颗粒在撞击底壁后会向前运动。挡板结构的存在有效限制了颗粒的滑动运动,并通过接触力链的分布增强了拱形效应。节理数量、斜坡角度和滑动距离对粘结断裂率和岩体中心位移有很大影响。所有粘结破碎率都接近 90%,而节理数和坡度角对岩体中心位移的影响很小。该研究可为滑坡灾害防治提供指导。
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引用次数: 0
Modeling and mitigation of vortex formation in ejector deep hole drilling with smoothed particle hydrodynamics 利用平滑颗粒流体力学模拟和缓解喷射器深孔钻进过程中的涡流形成
IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-03 DOI: 10.1007/s40571-024-00789-w
Andreas Baumann, Julian Frederic Gerken, Daniel Sollich, Nuwan Rupasinghe, Dirk Biermann, Peter Eberhard

Ejector deep hole drilling achieves high-quality boreholes in production processes. High feed rates are applied to ensure a high productivity level, requiring reliable chip removal from the cutting zone for a stable process. Therefore, a constant metalworking fluid flow under high volume flow rates or high pressure is required. Experimental results show a vortex formation at the outer cutting edge. This vortex can lead to delayed chip removal from the cutting zone, and ultimately, it can lead to chip clogging and result in drill breakage due to increased torque. This paper investigates modified drill head designs using the smoothed particle hydrodynamics method. The investigated modifications include various designs of the chip mouth covering. Besides graphical analysis based on flow visualizations, flow meters are placed at the tool’s head to evaluate the impact of the modifications on the flow rate and possible increased resistance and relocation of the fluid flow from the outer cutting edge to other parts of the tool. The simulation results for the reference design show the experimentally observed vortex formation, validating the simulation model. By adding the tool’s rotation in the SPH simulation, which is not included in the experiments for observation reasons, the vortex formation is positively influenced. In addition, some designs show promising results to further mitigate the vortex formation while maintaining a sufficient fluid flow around the cutting edges.

喷射器深孔钻可在生产过程中钻出高质量的孔。采用高进给率可确保高生产率水平,同时要求切削区排屑可靠,以实现稳定的加工过程。因此,需要在大流量或高压下保持金属加工液的恒定流动。实验结果表明,外切削刃处会形成涡流。这种涡流会导致切削区的排屑延迟,最终导致切屑堵塞,并因扭矩增大而导致钻头断裂。本文采用平滑粒子流体力学方法研究了改进后的钻头设计。所研究的改进包括各种切屑口覆盖设计。除了基于流动可视化的图形分析外,还在钻头上安装了流量计,以评估修改对流速的影响,以及可能增加的阻力和流体从切削刃外侧流向钻头其他部位的情况。参考设计的模拟结果显示了实验观察到的涡流形成,验证了模拟模型。在 SPH 模拟中加入了实验中因观察原因未包括的刀具旋转,对涡流的形成产生了积极影响。此外,一些设计显示了在保持切削刃周围有足够流体流动的同时进一步缓解涡流形成的良好效果。
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引用次数: 0
Understanding post-impact biomechanics of ballistic cranial injury by smoothed particle hydrodynamics numerical modelling 通过平滑粒子流体力学数值建模了解弹道颅脑损伤的撞击后生物力学原理
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-07-01 DOI: 10.1007/s40571-024-00783-2
Akanae Chattrairat, Everson Kandare, Sontipee Aimmanee, Phuong Tran, Raj Das

Virtual crime scene investigation using numerical models has the potential to assist in the forensic investigation of firearm-related fatalities, where ethical concerns and expensive resources limit the scope of physical experiments to comprehend the post-impact biomechanics comprehensively. The human cranial numerical model developed in this study incorporates three main components (skin, skull, and brain) with dynamic biomaterial properties. The virtual model provides valuable insights into the post-impact biomechanics of cranial ballistic injuries, particularly in high-speed events beyond conventional investigative capabilities, including the velocity of ejected blood backspatter, cavitation collapsing, and pressure waves. The validation of the numerical model, both quantitatively and qualitatively, demonstrates its ability to replicate similar bone fractures, entrance wound shapes, and backward skin ballooning observed in physical experiments of the human cranial geometry. The model also yields similar temporary cavity sizes, wound sizes, and blood backspatter time against the physical cranial model, aiding in bloodstain pattern analysis. Additionally, the numerical model enables exploration of ballistic factors that vary in each crime scene environment and influence cranial injuries, such as projectile type, velocity, impact location, and impact angle. These established injury patterns contribute to crime scene reconstruction by providing essential information on projectile trajectory, discharge distance, and firearm type, assisting in the resolution of court cases. In conclusion, the developed human cranial geometry in this study offers a reliable tool for investigating firearm-related cranial injuries, serving as a statistical reference in forensic science. Virtual crime scene investigationsusing these modelshave the potential to enhance the accuracy and efficiency of forensic analyses.

使用数字模型进行虚拟犯罪现场调查有可能有助于与枪支有关的死亡事故的法医调查,因为在这种情况下,伦理问题和昂贵的资源限制了物理实验的范围,无法全面理解撞击后的生物力学。本研究中开发的人体颅骨数值模型包含三个具有动态生物材料特性的主要组成部分(皮肤、颅骨和大脑)。该虚拟模型为颅骨弹道损伤的撞击后生物力学提供了宝贵的见解,尤其是在超出传统研究能力的高速事件中,包括喷射血液反向散射的速度、空化塌陷和压力波。对数值模型的定量和定性验证表明,该模型能够复制类似的骨折、入口伤口形状以及在人体颅骨几何物理实验中观察到的后向皮肤气球。该模型还产生了与物理颅骨模型相似的临时空腔大小、伤口大小和血液反向散射时间,有助于血迹模式分析。此外,该数值模型还能探索在每个犯罪现场环境中变化并影响颅脑损伤的弹道因素,如射弹类型、速度、撞击位置和撞击角度。这些已建立的损伤模式有助于犯罪现场重建,提供了有关弹丸轨迹、发射距离和枪支类型的重要信息,有助于法庭案件的解决。总之,本研究中开发的人体颅骨几何模型为调查与枪支有关的颅骨损伤提供了可靠的工具,可作为法医学的统计参考。利用这些模型进行虚拟犯罪现场调查有可能提高法医分析的准确性和效率。
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引用次数: 0
期刊
Computational Particle Mechanics
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