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Simulation of particle deposition in a channel with multi-vibrating elastic ribbons 利用多振动弹性带模拟颗粒在通道中的沉积
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-11 DOI: 10.1007/s40571-024-00755-6
Ehsan Mehrabi Gohari, Ataallah Soltani Goharrizi

This paper presents a computational study on the flow field, particle trajectory and deposition in a rectangular channel which includes multi-vibrating elastic ribbons mounted on different places of the channel. The diameter of particles varies between 10 μm and 40 μm. Two different places of a vibrating ribbon and four different places of multi-vibrating ribbons are considered. To compare, a fixed ribbon is also considered. Fluid flow equations are solved numerically based on the finite element method. The trajectory of particles was obtained by solving the equation of particle motion that included the inertial, viscous drag and gravity forces. The fluid–structure interaction was considered using an arbitrary Lagrangian–Eulerian method. Detailed analysis of the fluid velocity field and fluid–structure interaction is carried out to investigate the effect of vibrating ribbons on particle deposition. The results were compared with the available experimental and numerical data, and the accuracy of approach was evaluated. Results show that behind the vibrating ribbon, multiple vortices of different sizes are formed, which causes changes in the velocity gradient and flow fluctuations of the upstream and increases the percentage of particle deposition in that area compared to a fixed ribbon. For one ribbon cases, an increase in deposition efficiency is observed when the vibrating ribbon is mounted on the upper wall, and for multi-vibrating ribbon cases, this increase is also observed, but the percentage of deposition is lower than single-ribbon cases. In addition, increasing the diameter of particles and decreasing the Young’s modulus increase the deposition percentage of particles.

本文对矩形水道中的流场、颗粒轨迹和沉积进行了计算研究,该水道包括安装在水道不同位置的多振动弹性带。颗粒直径在 10 微米到 40 微米之间。考虑了一条振动带的两个不同位置和多条振动带的四个不同位置。为了进行比较,还考虑了固定振动带。流体流动方程根据有限元法进行数值求解。通过求解包括惯性力、粘性阻力和重力在内的粒子运动方程,得到了粒子的运动轨迹。使用任意拉格朗日-欧勒方法考虑了流体与结构的相互作用。对流体速度场和流固相互作用进行了详细分析,以研究振动带对粒子沉积的影响。研究结果与现有的实验和数值数据进行了比较,并对方法的准确性进行了评估。结果表明,与固定的振动带相比,在振动带后面会形成多个不同大小的漩涡,从而导致上游的速度梯度和流动波动发生变化,并增加了该区域颗粒沉积的百分比。在单振动带情况下,当振动带安装在上壁时,沉积效率会提高;在多振动带情况下,沉积效率也会提高,但沉积百分比低于单振动带情况。此外,增大颗粒直径和减小杨氏模量也会增加颗粒的沉积百分比。
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引用次数: 0
Predicting the rutting behaviour of asphalt concrete in the modified wheel tracking test using DEM and a cohesive viscoelastic–elastoplastic-damage contact model 利用 DEM 和粘弹性-弹性-损伤接触模型预测改良轮迹试验中沥青混凝土的车辙行为
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-11 DOI: 10.1007/s40571-024-00756-5
Dai Xuan Lu, Ha H. Bui, Mofreh Saleh

This study used an advanced modelling approach capable of capturing the complex behaviour of asphalt concrete to model the modified wheel tracking test using a recent advanced experimental test set-up in accordance with ASTM D8292-20. The modelling approach uses the discrete element method (DEM) to naturally produce the heterogeneous internal structure and governs the behaviour of asphalt concrete at the grain level by an interparticle contact model. The contact model used is capable of characterising the rate and time dependency, viscoelastic-damage, and plastic-damage behaviour of asphalt concrete utilising the coupling of an elastoplastic-damage law with a viscoelastic-damage law. Unlike the conventional wheel tracking tests run in a fixed boundary condition (fully confined), the modified wheel tracking test considers the effect of boundary conditions on the rutting behaviour of asphalt mixes. Through comparisons and verifications with laboratory data of the rutting test at different boundary conditions (fully confined and unconfined), the modelling approach shows its capability of capturing the rutting behaviour of asphalt concrete in the modified wheel tracking test. Micromechanics analysis shows that the third (tertiary) stage of rutting behaviour is due to the weakening of the internal structure of the asphalt samples with contact bond breaks over time, which is found in the unconfined test. Meanwhile, the tertiary stage hardly occurs in the fully confined test once densification leads to contact of the aggregate–aggregate skeleton, forming a rigid structure to resist the load with lateral support from the fixed boundary condition. Finally, a parametric study was also conducted to provide further insight into the current testing set-up, including the effect of the sample size and boundary condition on the rutting behaviour of asphalt concrete.

本研究采用了一种能够捕捉沥青混凝土复杂行为的先进建模方法,利用符合 ASTM D8292-20 标准的最新先进实验装置对改良车轮跟踪测试进行建模。建模方法使用离散元素法(DEM)自然生成异质内部结构,并通过颗粒间接触模型控制沥青混凝土在颗粒层面的行为。所使用的接触模型能够利用弹塑性损伤定律与粘弹性损伤定律的耦合,描述沥青混凝土的速率和时间依赖性、粘弹性损伤和塑性损伤行为。与在固定边界条件(完全密闭)下进行的传统车轮跟踪试验不同,修改后的车轮跟踪试验考虑了边界条件对沥青混合料车辙行为的影响。通过与不同边界条件(全密闭和非密闭)下车辙试验的实验室数据进行比较和验证,该建模方法显示了其在改良车轮跟踪试验中捕捉沥青混凝土车辙行为的能力。微观力学分析表明,车辙行为的第三阶段(三级)是由于沥青样品的内部结构随着时间的推移发生接触粘结断裂而减弱,这在非约束试验中是可以发现的。同时,在全密闭试验中,一旦致密化导致集料-集料骨架接触,形成刚性结构,在固定边界条件的横向支撑下抵抗荷载,则第三阶段几乎不会发生。最后,还进行了参数研究,以进一步了解当前的测试设置,包括样本大小和边界条件对沥青混凝土车辙行为的影响。
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引用次数: 0
Design and numerical simulation of a microfluidic lab-on-a-chip utilizing positive and negative dielectrophoresis technique for separation of multiple CTCs distinctly 利用正负介电泳技术设计微流控芯片实验室并进行数值模拟,以实现多种 CTC 的不同分离
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-08 DOI: 10.1007/s40571-024-00760-9
Writtick Pakhira, R. Kumar, Khalid Mohd. Ibrahimi

Proper diagnosis and successful cancer therapy monitoring depend on the early identification of circulating tumour cells (CTCs) in a patient's blood. One of the most promising techniques is the dielectrophoresis (DEP) to separate CTCs from the blood cells. In this paper, to separate distinct multiple CTCs like A549 (lung cancer) CTCs and MDA-MB-231 (breast cancer) CTCs from the normal cells like white blood cell (WBCs) variants and red blood cell (RBCs), a lab-on-a-chip (LOC) device is designed using the positive and negative DEP technique. Two different electrode geometrical shapes, various voltages on electrodes and flow velocity ratios between sample and buffer inlets have been investigated in terms of separation performance in COMSOL Multiphysics 5.4 simulation. The segregation results dependent on finite element method showed that the LOC with trapezoid microcut electrode geometry achieved nearly 100% separation purity and efficiency at 200 kHz driving frequency, 21.6 Vp-p (peak to peak) electrode voltage and 1:2 velocity ratio between sample and buffer inlets.

We anticipate that a design this thorough and methodical will be appropriate to produce DEP-based relevant cell separation biochips.

正确的诊断和成功的癌症治疗监测取决于对患者血液中循环肿瘤细胞(CTC)的早期识别。最有前途的技术之一是介电泳(DEP),它能将 CTC 从血细胞中分离出来。本文利用正负电泳技术设计了一种片上实验室(LOC)装置,用于将 A549(肺癌)CTC 和 MDA-MB-231(乳腺癌)CTC 等多种不同的 CTC 从白细胞(WBC)变体和红细胞(RBC)等正常细胞中分离出来。在 COMSOL Multiphysics 5.4 仿真中对两种不同的电极几何形状、电极上的各种电压以及样品和缓冲液入口之间的流速比进行了分离性能研究。根据有限元法得出的分离结果表明,在 200 kHz 驱动频率、21.6 Vp-p(峰峰值)电极电压以及样品和缓冲液入口之间 1:2 的流速比条件下,采用梯形微切割电极几何形状的 LOC 几乎达到了 100% 的分离纯度和效率。我们预计,这种周密而有条不紊的设计将适用于生产基于 DEP 的相关细胞分离生物芯片。
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引用次数: 0
Analysis of crack propagation and hydraulic fracturing behavior of coral reef limestone 珊瑚礁石灰岩裂缝扩展和水力压裂行为分析
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-06 DOI: 10.1007/s40571-024-00759-2
Tingting Liu, Yiqiang Shao, Chao Zhang, Xinping Li, Yi Luo, Xiaoqing Wei

Understanding the hydraulic fracturing (HF) characteristics of coral reef limestone (CRL) is of great significance for improving the mining efficiency of seabed energy (such as gas and oil) and ensuring the stability of rock masses in marine underground engineering. To investigate the crack evolution mechanism of CRL under hydraulic coupling, numerical simulations of HF on CRL are carried out using particle flow code (PFC). Firstly, a numerical model method based on two-dimensional particle flow code (PFC2D) is proposed to establish the random pore distribution model of CRL, and its effectiveness is verified through indoor experiments. Then, based on the random pore distribution method (RPDM), a numerical model of HF is created, and a calculation formula for breakdown pressure during HF of CRL is established. The breakdown pressure obtained by these two methods is relatively consistent. Finally, the influence mechanism of porosity and confining stress on the hydraulic behavior of CRL is studied. Results indicate that the propagation direction of hydraulic fracture is related to porosity and confining stress. The interactions between pores and hydraulic fractures primarily include penetration, deflection, and obstruction. The presence of pores hinders the transmission of pore pressure, reducing the seepage capacity. With increasing porosity, CRL is more likely to develop macroscopic fractures, leading to fluctuations in water injection pressure. The fluctuations are related to the number of pores involved in crack propagation, pore volume, number of propagation paths, and path length. The breakdown pressure of CRL is affected by the stress on hole walls and confining stress. A higher breakdown pressure on hole walls indicates a greater stability of the surrounding rock under high hydraulic pressures. As for the initiation stress, it is influenced by the confining stress. As the confining stress increases, the breakdown pressure on hole walls increases. For non-uniform confining stress conditions, the breakdown pressure can be determined by the minimum confining stress.

了解珊瑚礁灰岩(CRL)的水力压裂(HF)特性对于提高海底能源(如天然气和石油)的开采效率以及确保海洋地下工程中岩体的稳定性具有重要意义。为研究水力耦合作用下珊瑚礁灰岩裂缝演化机理,利用粒子流代码(PFC)对珊瑚礁灰岩进行了高频数值模拟。首先,提出了一种基于二维粒子流代码(PFC2D)的数值模型方法,建立了 CRL 的随机孔隙分布模型,并通过室内试验验证了其有效性。然后,基于随机孔隙分布法(RPDM)建立了高频数值模型,并建立了 CRL 高频时击穿压力的计算公式。这两种方法得出的击穿压力相对一致。最后,研究了孔隙度和约束应力对 CRL 水力行为的影响机理。结果表明,水力断裂的传播方向与孔隙度和约束应力有关。孔隙与水力裂缝之间的相互作用主要包括渗透、偏转和阻塞。孔隙的存在阻碍了孔隙压力的传递,降低了渗流能力。随着孔隙度的增加,CRL 更容易出现宏观裂缝,导致注水压力波动。这种波动与参与裂缝扩展的孔隙数量、孔隙体积、扩展路径数量和路径长度有关。CRL 的击穿压力受孔壁应力和约束应力的影响。孔壁击穿压力越高,表明围岩在高水压下越稳定。至于起始应力,则受封闭应力的影响。随着约束应力的增加,孔壁的破坏压力也会增加。对于非均匀约束应力条件,击穿压力可由最小约束应力决定。
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引用次数: 0
Shear mechanical properties of aggregate cemented materials: a numerical study based on a particle flow modeling strategy 骨料胶结材料的剪切力学性能:基于粒子流建模策略的数值研究
IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-06 DOI: 10.1007/s40571-023-00707-6
Yiping Zhang, Chong Shi, Lingkai Zhang, Yulong Zhang, Xiao Chen, Junxiong Yang

In this study, three-dimensional laser scanning technology is applied to obtain real geometric data of aggregate particles in cemented materials, and a characterization method of surface roughness of aggregate is proposed to quantify the surface roughness of aggregate. A series of three-dimensional direct shear tests are conducted using particle flow code. The shear mechanical properties of cemented materials with different cementation degrees and different surface roughness levels of aggregate particles are investigated through the direct shear tests. The results show that the roughness level of aggregates and the cementation degree both affect the mechanical properties of cemented materials. As the degree of cementation increases, both of the internal friction angle and cohesion increase. As the degree of roughness increases, the internal friction angle increases while the cohesion decreases. The surface roughness of aggregate is in linear relationship with the internal friction angle and in nonlinear decreasing relationship with the cohesion.

本研究应用三维激光扫描技术获取了胶结材料中骨料颗粒的真实几何数据,并提出了骨料表面粗糙度的表征方法,以量化骨料的表面粗糙度。利用颗粒流代码进行了一系列三维直接剪切试验。通过直接剪切试验研究了不同胶结度和不同集料颗粒表面粗糙度的胶结材料的剪切力学性能。结果表明,骨料的粗糙度和胶结度都会影响胶结材料的力学性能。随着胶结度的增加,内摩擦角和内聚力都会增加。随着粗糙度的增加,内摩擦角增大,而内聚力减小。集料表面粗糙度与内摩擦角呈线性关系,与内聚力呈非线性递减关系。
{"title":"Shear mechanical properties of aggregate cemented materials: a numerical study based on a particle flow modeling strategy","authors":"Yiping Zhang,&nbsp;Chong Shi,&nbsp;Lingkai Zhang,&nbsp;Yulong Zhang,&nbsp;Xiao Chen,&nbsp;Junxiong Yang","doi":"10.1007/s40571-023-00707-6","DOIUrl":"10.1007/s40571-023-00707-6","url":null,"abstract":"<div><p>In this study, three-dimensional laser scanning technology is applied to obtain real geometric data of aggregate particles in cemented materials, and a characterization method of surface roughness of aggregate is proposed to quantify the surface roughness of aggregate. A series of three-dimensional direct shear tests are conducted using particle flow code. The shear mechanical properties of cemented materials with different cementation degrees and different surface roughness levels of aggregate particles are investigated through the direct shear tests. The results show that the roughness level of aggregates and the cementation degree both affect the mechanical properties of cemented materials. As the degree of cementation increases, both of the internal friction angle and cohesion increase. As the degree of roughness increases, the internal friction angle increases while the cohesion decreases. The surface roughness of aggregate is in linear relationship with the internal friction angle and in nonlinear decreasing relationship with the cohesion.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 4","pages":"1755 - 1768"},"PeriodicalIF":2.8,"publicationDate":"2024-05-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140884427","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Retraction Note: Molecular dynamics performance for coronavirus simulation by C, N, O, and S atoms implementation dreiding force field: drug delivery atomic interaction in contact with metallic Fe, Al, and steel 撤稿说明:通过 C、N、O 和 S 原子实施 dreiding 力场模拟冠状病毒的分子动力学性能:与金属铁、铝和钢接触的给药原子相互作用
IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-06 DOI: 10.1007/s40571-024-00765-4
Aliakbar Karimipour, Ali Amini, Mohammad Nouri, Annunziata D’Orazio, Roozbeh Sabetvand, Maboud Hekmatifar, Azam Marjani, Quang-vu Bach
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引用次数: 0
Thermal flow of dust particulates-laden fluid in a slanted channel subject to magnetic force, radiant heat flux, and slip and periodic thermal conditions 倾斜通道中含尘埃微粒流体在磁力、辐射热通量以及滑移和周期性热条件作用下的热流
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-04 DOI: 10.1007/s40571-024-00761-8
Sanatan Das, Tilak Kumar Pal, Rabindra Nath Jana

In aerospace and automotive industries, the control of thermal flows and particulate matter is crucial for the efficient operation of engine cooling systems and optimizing the aerodynamics of vehicles. Understanding the dynamics of natural phenomena such as the movement of volcanic ash, dust storms, and other astrophysical and geophysical flows influenced by thermal and magnetic forces is essential. Within this framework, the primary objective of our study is to develop a model and simulate the heat-driven movement of a solid dust particulate-embedded fluid influenced by thermal emission and magnetic forces in a slanted channel. Our approach utilizes the Casson fluid model to represent the dusty fluid’s characteristics. The model takes into account emerging factors like buoyancy force, radiant heat flux, velocity slip condition, and periodic thermal boundary conditions. To mathematically describe the time-dependent flow, partial differential equations are employed, and compact-form solutions are derived. A series of graphs and tables are constructed to demonstrate the aftermath of various contextual parameters on flow profiles and related quantities. These visual aids effectively portray the changes in the flow dynamics under different conditions. The research reveals that in the fluid phase (FP), the velocity and thermal fields generally display higher values, whereas in the dust phase (DP), these values are lower within the channel. As particles’ concentration parameter upsurges, the thermal curve declines, irrespective of whether it is FP or DP. Additionally, the shear stresses at the channel walls intensify with increased particle relaxation time. Notably, pronounced periodic temperature fluctuations at the right wall significantly influence the heat transfer rates at both channel walls. This research can aid in designing more effective air filtration systems, refining vehicle design for improved aerodynamics, and managing particulate pollutants in industrial settings.

在航空航天和汽车行业,控制热流和微粒物质对于发动机冷却系统的高效运行和优化车辆的空气动力学至关重要。了解火山灰运动、沙尘暴等自然现象以及受热和磁力影响的其他天体物理和地球物理流动的动力学至关重要。在这一框架内,我们研究的主要目标是建立一个模型,模拟固体尘埃微粒包裹的流体在倾斜通道中受热辐射和磁力影响的热驱动运动。我们的方法利用卡松流体模型来表示含尘流体的特性。该模型考虑了浮力、辐射热通量、速度滑移条件和周期性热边界条件等新出现的因素。为了从数学上描述随时间变化的流动,采用了偏微分方程,并得出了紧凑形式的解。我们绘制了一系列图表,以展示各种环境参数对流动剖面和相关量的影响。这些直观教具有效地描述了不同条件下的流动动力学变化。研究表明,在流体相(FP)中,速度场和热场的数值通常较高,而在粉尘相(DP)中,通道内的这些数值较低。随着颗粒浓度参数的升高,热曲线也随之下降,不论是流体相还是粉尘相。此外,随着颗粒弛豫时间的增加,通道壁的剪应力也会增强。值得注意的是,右壁明显的周期性温度波动会显著影响两个通道壁的传热速率。这项研究有助于设计更有效的空气过滤系统、改进车辆设计以提高空气动力学性能,以及管理工业环境中的颗粒污染物。
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引用次数: 0
Mechanical characteristics and crack propagation mechanism in rectangular and trapezoidal specimens of excavated pillars with various cavities: experimental and numerical investigations 带有各种空腔的开挖支柱矩形和梯形试样的力学特征和裂纹扩展机制:实验和数值研究
IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-05-02 DOI: 10.1007/s40571-024-00752-9
Vahab Sarfarazi, Jinwei Fu, Hadi Haeri, Soheil Abharian, Haleh Rasekh, Masoud Behzadinasab, Mohammad Fatehi Marji

In this research, the breakage behavior of rock pillars under the uniaxial compressive strength test is investigated using both experimental and three-dimensional discrete element methods. Gypsum samples with rectangular and hourglass hexagonal shapes are constructed to simulate underground mine pillars. Within the samples, various settings of created holes in different angles, numbers, and shape patterns are considered to design a total of 20 configurations for the failure test. Twelve layouts included horizontal rows of 5 holes (1, 2, or 3 rows) at different angles (0°, 30°, 60°, and 90°). The hole patterns in the other 8 arrangements involved some usual geometric shapes including vertical ellipse, vertical rectangle, triangle, horizontal ellipse, horizontal rectangle, diamond, trapezoid, and square. For the experimental tests, 60 specimens are prepared (3 samples for each configuration to increase reliability). For the PFC3D simulations, 20 models with similar setups are prepared to replicate the experiments. The loading rate was set to 0.016 m/s. Our results show that the hole parameters, i.e., angles, numbers, and shape configurations, are the key factors in the failure process. Our analysis helps reveal a correlation between the breakage pattern, the breakage mechanism of discontinuities, and the maximum applied force of the specimens. Increasing the hole angles and numbers add to the total crack number (TCN). The minimum load-carrying capacity of the samples is recorded for the sample with 15 holes at 30° and 60° angles.

本研究采用实验法和三维离散元法研究了岩柱在单轴抗压强度试验下的破损行为。研究人员制作了长方形和沙漏六边形的石膏样品,以模拟地下矿柱。在样品中,考虑了不同角度、数量和形状模式的孔洞设置,共设计了 20 种失效试验配置。其中 12 种布局包括不同角度(0°、30°、60° 和 90°)的 5 排水平孔(1、2 或 3 排)。其他 8 种布置的孔型涉及一些常见的几何形状,包括垂直椭圆、垂直矩形、三角形、水平椭圆、水平矩形、菱形、梯形和正方形。在实验测试中,共准备了 60 个试样(为提高可靠性,每个构型准备 3 个试样)。在 PFC3D 模拟中,准备了 20 个具有类似设置的模型来复制实验。加载速率设定为 0.016 m/s。我们的结果表明,孔参数(即角度、数量和形状配置)是失效过程中的关键因素。我们的分析有助于揭示断裂模式、不连续面的断裂机制和试样的最大作用力之间的相关性。增加孔的角度和数量会增加总裂纹数(TCN)。在 30° 和 60° 角上有 15 个孔的试样记录了试样的最小承载能力。
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引用次数: 0
A volume-conservation particle shifting scheme for moving particle method simulating free-surface flow 运动粒子法模拟自由表面流的体积守恒粒子移动方案
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-04-30 DOI: 10.1007/s40571-024-00758-3
Xiaoxing Liu, Kai Wang, Guangtao Duan, Shuai Zhang

In this study, a novel particle shifting scheme for the moving particle method simulating free surface flow is developed. The overall method is based on the framework of least square moving particle semi-implicit (LSMPS) method, enabling accurate and stable treatment of wall boundary without configuration of dummy or virtual wall particles. To avoid volume expansion, a volume-conservation particle shifting (VCPS) model is developed. An additional term considering the variation of particle numerical density is incorporated into the VCPS model to avoid volume expansion. Several numerical simulations are calculated to validate the effectiveness of the VCPS. It is demonstrated that LSMPS incorporating with VCPS shows satisfactory accuracy and superior capability to conserve volume.

本研究为模拟自由表面流的移动粒子法开发了一种新颖的粒子移动方案。整个方法基于最小平方移动粒子半隐式(LSMPS)方法的框架,无需配置假壁或虚拟壁粒子就能准确、稳定地处理壁边界。为避免体积膨胀,建立了体积保护粒子移动(VCPS)模型。为避免体积膨胀,VCPS 模型中加入了考虑颗粒数值密度变化的附加项。通过多次数值模拟计算,验证了 VCPS 的有效性。结果表明,结合了 VCPS 的 LSMPS 显示出令人满意的精度和出色的体积保护能力。
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引用次数: 0
Microstructure evolution and mechanical analysis of lithium battery electrode in calendering deformation zone 锂电池电极在压延变形区的微观结构演变和力学分析
IF 3.3 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Pub Date : 2024-04-30 DOI: 10.1007/s40571-024-00754-7
Kaiyue Yang, Jianjun Zhao, Xiaozhong Du, Xinbing Xie, He Du

The microstructure of the electrode and its mechanical properties are important factors affecting the performance of lithium batteries. Calendering is one of the most important aspects that affect the microstructure and mechanical response of lithium battery electrodes. Discrete element method was employed to establish a lithium battery electrode model that considered the real particle shape and size distribution. Subsequently, calendering simulations were conducted to reveal the microstructure evolution and mechanical properties of the electrode in the deformation zone. The results show that the electrode density and porosity in the calendering deformation zone change sharply at first and then slow down, and the appropriate increase of the roller diameter is helpful to alleviate this phenomenon. Calendering will cause the pore sizes in the electrode to become smaller, and this process reduces the floating range of the pore sizes. The stress change of the electrode during the calendering process mainly occurs in the normal direction (z-direction), but there is also a small stress change in the length direction (x-direction).

电极的微观结构及其机械性能是影响锂电池性能的重要因素。压延是影响锂电池电极微观结构和机械响应的最重要方面之一。本研究采用离散元法建立了锂电池电极模型,该模型考虑了真实颗粒的形状和尺寸分布。随后,进行了压延模拟,以揭示电极在变形区的微观结构演变和机械性能。结果表明,压延变形区的电极密度和孔隙率先是急剧变化,然后减缓,适当增大辊筒直径有助于缓解这一现象。压延会使电极中的孔径变小,这一过程减小了孔径的浮动范围。在压延过程中,电极的应力变化主要发生在法线方向(z 方向),但在长度方向(x 方向)也有少量应力变化。
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引用次数: 0
期刊
Computational Particle Mechanics
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