Pub Date : 2024-05-30DOI: 10.1007/s40571-024-00771-6
Zehui Ma, Rahmatjan Imin
In this paper, an accurate meshless method for solving time-fractional wave equation (TFWE) based on KDF-SPH approximation is proposed. In this method, finite difference method is used to discretize the time-fractional derivative defined in the Caputo sense. The spatial discretization is achieved using KDF-SPH meshless method. At the same time, the kernel approximation and particle approximation expressions are given. In order to prove the effectiveness and order of numerical convergence of the proposed method, a number of 1D and 2D initial boundary value problems are numerically simulated in regular and irregular domains, and the meshless method is compared with the existing methods. Numerical results show the effectiveness and accuracy of the proposed method, and the second-order accuracy is achieved in space in the regular calculation area.
{"title":"A meshless particle method for solving time-fractional wave equations","authors":"Zehui Ma, Rahmatjan Imin","doi":"10.1007/s40571-024-00771-6","DOIUrl":"10.1007/s40571-024-00771-6","url":null,"abstract":"<div><p>In this paper, an accurate meshless method for solving time-fractional wave equation (TFWE) based on KDF-SPH approximation is proposed. In this method, finite difference method is used to discretize the time-fractional derivative defined in the Caputo sense. The spatial discretization is achieved using KDF-SPH meshless method. At the same time, the kernel approximation and particle approximation expressions are given. In order to prove the effectiveness and order of numerical convergence of the proposed method, a number of 1D and 2D initial boundary value problems are numerically simulated in regular and irregular domains, and the meshless method is compared with the existing methods. Numerical results show the effectiveness and accuracy of the proposed method, and the second-order accuracy is achieved in space in the regular calculation area.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 5","pages":"2157 - 2178"},"PeriodicalIF":2.8,"publicationDate":"2024-05-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141187912","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}
A better understanding of the relevance between mixing and heat transfer of granular material is necessary for the design of mixers in various industries. In this work, the effect of impeller speed and filling rate on the mixing and heat transfer of granular material in a ribbon reactor was studied based on DEM simulations. Quantitative criteria which are characterized by the critical mixing time and critical heating time were proposed based on the simulation results. It was found that the area near the vessel wall is heated first, and then the top surface area and the region near the impeller shaft are heated sequentially due to the recirculation effect. Increasing the impeller speed and decreasing the filling rate can improve the mixing and heat transfer performance. The effects of impeller speed and filling rate on mixing and heat transfer weaken as they increase. Results obtained in this work indicate that increasing the mixing performance can enhance the heat transfer of granular material in the ribbon reactor.
要更好地理解颗粒材料的混合和传热之间的关系,就必须设计出适用于各行各业的混合器。在这项工作中,基于 DEM 模拟研究了叶轮速度和填充率对带式反应器中颗粒材料的混合和传热的影响。根据模拟结果,提出了以临界混合时间和临界加热时间为特征的定量标准。研究发现,由于再循环效应,靠近容器壁的区域首先被加热,然后顶部表面区域和靠近叶轮轴的区域依次被加热。提高叶轮转速和降低填充率可以改善混合和传热性能。叶轮转速和填充率对混合和传热的影响随着它们的增加而减弱。本研究获得的结果表明,提高混合性能可增强带式反应器中颗粒材料的传热效果。
{"title":"Numerical investigation of mixing and heat transfer of granular material in a ribbon reactor: effect of impeller speed and filling rate","authors":"Zhijian Zuo, Bingwen Feng, Qiliang Liu, Shuguang Gong, Haishan Lu, Jianping Zhang","doi":"10.1007/s40571-024-00778-z","DOIUrl":"https://doi.org/10.1007/s40571-024-00778-z","url":null,"abstract":"<p>A better understanding of the relevance between mixing and heat transfer of granular material is necessary for the design of mixers in various industries. In this work, the effect of impeller speed and filling rate on the mixing and heat transfer of granular material in a ribbon reactor was studied based on DEM simulations. Quantitative criteria which are characterized by the critical mixing time and critical heating time were proposed based on the simulation results. It was found that the area near the vessel wall is heated first, and then the top surface area and the region near the impeller shaft are heated sequentially due to the recirculation effect. Increasing the impeller speed and decreasing the filling rate can improve the mixing and heat transfer performance. The effects of impeller speed and filling rate on mixing and heat transfer weaken as they increase. Results obtained in this work indicate that increasing the mixing performance can enhance the heat transfer of granular material in the ribbon reactor.</p>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"23 1","pages":""},"PeriodicalIF":3.3,"publicationDate":"2024-05-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141187911","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}
Pub Date : 2024-05-29DOI: 10.1007/s40571-024-00774-3
Gang Ma, Fan Wang
Several gradations of concrete with fractal dimension D = 2.0–2.9 (i.e., 2.0, 2.2, 2.4 2.6, 2.7, 2.8, 2.9) were designed based on particle size-mass distribution fractal model. The random polyhedral aggregate model was generated and then imported particle flow code, the discrete element method (DEM), to establish a multi-phase model considering mortar, aggregate, and interfacial transition zone (ITZ). On this basis, the relationship between fractal dimension D and macro-mechanical properties and microstructure of concrete was discussed, and the grading evaluation index was proposed based on fractal dimension D. The results show that the number of large-size aggregates decreases with increase in the fractal dimension, the compressive strength of concrete increases and reaches the maximum when the fractal dimension D = 2.7. Meanwhile, the fractal dimension affects the failure mode, as fractal dimension D increases, the total microcracks gradually increase, among which the ITZ microcracks increase mainly. Compared with the uncertainty of the non-uniformity coefficient and curvature coefficient, the fractal dimension can more accurately describe the aggregate grading characteristics. In addition, appropriate adjustments should be made to determine the range of fractal dimensions considering the differences between the aggregate filling.
根据粒径-质量分布分形模型,设计了几种分形维数 D = 2.0-2.9 的混凝土级配(即 2.0、2.2、2.4 2.6、2.7、2.8、2.9)。生成随机多面体集料模型后,导入颗粒流代码--离散元法(DEM),建立考虑砂浆、集料和界面过渡区(ITZ)的多相模型。在此基础上,讨论了分形维数 D 与混凝土宏观力学性能和微观结构的关系,并提出了基于分形维数 D 的级配评价指标。结果表明,随着分形维数的增加,大粒径集料数量减少,混凝土抗压强度增加,当分形维数 D = 2.7 时,混凝土抗压强度达到最大值。同时,分形维数对破坏模式也有影响,随着分形维数 D 的增大,总的微裂缝逐渐增多,其中主要是 ITZ 微裂缝增多。与不均匀系数和曲率系数的不确定性相比,分形维数能更准确地描述集料级配特征。此外,考虑到骨料充填物之间的差异,在确定分形尺寸范围时应进行适当调整。
{"title":"A DEM-based framework to optimize the gradation of concrete aggregate using fractal approach","authors":"Gang Ma, Fan Wang","doi":"10.1007/s40571-024-00774-3","DOIUrl":"10.1007/s40571-024-00774-3","url":null,"abstract":"<div><p>Several gradations of concrete with fractal dimension <i>D</i> = 2.0–2.9 (i.e., 2.0, 2.2, 2.4 2.6, 2.7, 2.8, 2.9) were designed based on particle size-mass distribution fractal model. The random polyhedral aggregate model was generated and then imported particle flow code, the discrete element method (DEM), to establish a multi-phase model considering mortar, aggregate, and interfacial transition zone (ITZ). On this basis, the relationship between fractal dimension <i>D</i> and macro-mechanical properties and microstructure of concrete was discussed, and the grading evaluation index was proposed based on fractal dimension <i>D</i>. The results show that the number of large-size aggregates decreases with increase in the fractal dimension, the compressive strength of concrete increases and reaches the maximum when the fractal dimension <i>D</i> = 2.7. Meanwhile, the fractal dimension affects the failure mode, as fractal dimension <i>D</i> increases, the total microcracks gradually increase, among which the ITZ microcracks increase mainly. Compared with the uncertainty of the non-uniformity coefficient and curvature coefficient, the fractal dimension can more accurately describe the aggregate grading characteristics. In addition, appropriate adjustments should be made to determine the range of fractal dimensions considering the differences between the aggregate filling.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 5","pages":"2203 - 2214"},"PeriodicalIF":2.8,"publicationDate":"2024-05-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141167691","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}
Pub Date : 2024-05-28DOI: 10.1007/s40571-024-00773-4
F. Nisar, J. Rojek, S. Nosewicz, J. Szczepański, K. Kaszyca, M. Chmielewski
This paper aims to analyse electrical conduction in partially sintered porous materials using an original resistor network model within discrete element framework. The model is based on sintering geometry, where two particles are connected via neck. Particle-to-particle conductance depends on neck size in sintered materials. Therefore, accurate evaluation of neck size is essential to determine conductance. The neck size was determined using volume preservation criterion. Additionally, grain boundary correction factor was introduced to compensate for any non-physical overlaps between particles, particularly at higher densification. Furthermore, grain boundary resistance was added to account for the porosity within necks. For numerical analysis, the DEM sample was generated using real particle size distribution, ensuring a heterogeneous and realistic microstructure characterized by a maximum-to-minimum particle diameter ratio of 15. The DEM sample was subjected to hot press simulation to obtain geometries with different porosity levels. These representative geometries were used to simulate current flow and determine effective electrical conductivity as a function of porosity. The discrete element model (DEM) was validated using experimentally measured electrical conductivities of porous NiAl samples manufactured using spark plasma sintering (SPS). The numerical results were in close agreement with the experimental results, hence proving the accuracy of the model. The model can be used for microscopic analysis and can also be coupled with sintering models to evaluate effective properties during the sintering process.
本文旨在利用离散元件框架内的一个独创电阻网络模型,分析部分烧结多孔材料中的电导。该模型基于烧结几何形状,其中两个颗粒通过颈部连接。颗粒与颗粒之间的传导取决于烧结材料中的颈部尺寸。因此,准确评估颈部尺寸对确定电导至关重要。颈部尺寸是通过体积保持标准确定的。此外,还引入了晶界校正因子,以补偿颗粒之间的任何非物理重叠,尤其是在高密度情况下。此外,还加入了晶界阻力,以考虑颈部的孔隙率。为了进行数值分析,DEM 样品是使用真实的粒度分布生成的,确保了异质和真实的微观结构,最大与最小颗粒直径比为 15。对 DEM 样品进行热压模拟,以获得不同孔隙率水平的几何形状。这些具有代表性的几何形状用于模拟电流流动,并确定有效电导率与孔隙率的函数关系。使用火花等离子烧结 (SPS) 制造的多孔镍铝样品的实验测量电导率验证了离散元素模型 (DEM)。数值结果与实验结果非常吻合,从而证明了模型的准确性。该模型可用于微观分析,也可与烧结模型结合使用,以评估烧结过程中的有效特性。
{"title":"Discrete element model for effective electrical conductivity of spark plasma sintered porous materials","authors":"F. Nisar, J. Rojek, S. Nosewicz, J. Szczepański, K. Kaszyca, M. Chmielewski","doi":"10.1007/s40571-024-00773-4","DOIUrl":"10.1007/s40571-024-00773-4","url":null,"abstract":"<div><p>This paper aims to analyse electrical conduction in partially sintered porous materials using an original resistor network model within discrete element framework. The model is based on sintering geometry, where two particles are connected via neck. Particle-to-particle conductance depends on neck size in sintered materials. Therefore, accurate evaluation of neck size is essential to determine conductance. The neck size was determined using volume preservation criterion. Additionally, grain boundary correction factor was introduced to compensate for any non-physical overlaps between particles, particularly at higher densification. Furthermore, grain boundary resistance was added to account for the porosity within necks. For numerical analysis, the DEM sample was generated using real particle size distribution, ensuring a heterogeneous and realistic microstructure characterized by a maximum-to-minimum particle diameter ratio of 15. The DEM sample was subjected to hot press simulation to obtain geometries with different porosity levels. These representative geometries were used to simulate current flow and determine effective electrical conductivity as a function of porosity. The discrete element model (DEM) was validated using experimentally measured electrical conductivities of porous NiAl samples manufactured using spark plasma sintering (SPS). The numerical results were in close agreement with the experimental results, hence proving the accuracy of the model. The model can be used for microscopic analysis and can also be coupled with sintering models to evaluate effective properties during the sintering process.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 5","pages":"2191 - 2201"},"PeriodicalIF":2.8,"publicationDate":"2024-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s40571-024-00773-4.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141167692","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-05-25DOI: 10.1007/s40571-024-00777-0
Yafeng Li, Hongfei Gao, Lei Wang, Yulin Sun, Jing Zhang
Particle erosion is a major failure mechanism in thermal barrier coatings. In this work, a discrete element model is developed to simulate the crack propagation due to particle erosion. The effects of the interface bond layer roughness and pre-crack are focused. The results show that with the increasing roughness of the bonding layer, the extension length of the delamination cracks is reduced. The delamination cracks are suppressed when the roughness increases. The initial vertical TC defects can effectively inhibit the nucleation and extension of the new cracks. This study provides a theoretical foundation for understanding the crack failure mechanism in thermal barrier coatings.
{"title":"Discrete element modeling of effect of interfacial roughness and pre-crack on crack propagation in thermal barrier coatings","authors":"Yafeng Li, Hongfei Gao, Lei Wang, Yulin Sun, Jing Zhang","doi":"10.1007/s40571-024-00777-0","DOIUrl":"https://doi.org/10.1007/s40571-024-00777-0","url":null,"abstract":"<p>Particle erosion is a major failure mechanism in thermal barrier coatings. In this work, a discrete element model is developed to simulate the crack propagation due to particle erosion. The effects of the interface bond layer roughness and pre-crack are focused. The results show that with the increasing roughness of the bonding layer, the extension length of the delamination cracks is reduced. The delamination cracks are suppressed when the roughness increases. The initial vertical TC defects can effectively inhibit the nucleation and extension of the new cracks. This study provides a theoretical foundation for understanding the crack failure mechanism in thermal barrier coatings.</p>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"56 1","pages":""},"PeriodicalIF":3.3,"publicationDate":"2024-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141153192","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}
Pub Date : 2024-05-24DOI: 10.1007/s40571-024-00772-5
Meysam Bagheri, Sudeshna Roy, Thorsten Pöschel
We consider a liquid bridge between identical spheres and present approximate expressions for the capillary force and the exposed surface area of the liquid bridge as functions of the liquid bridge’s total volume and the sphere separation distance. The radius of the spheres and the solid–liquid contact angle are parameters that enter the expressions. These expressions are needed for efficient numerical simulations of drying suspensions and other systems involving liquid bridges whose volume or shape vary in time.
{"title":"Approximate expressions for the capillary force and the surface area of a liquid bridge between identical spheres","authors":"Meysam Bagheri, Sudeshna Roy, Thorsten Pöschel","doi":"10.1007/s40571-024-00772-5","DOIUrl":"10.1007/s40571-024-00772-5","url":null,"abstract":"<div><p>We consider a liquid bridge between identical spheres and present approximate expressions for the capillary force and the exposed surface area of the liquid bridge as functions of the liquid bridge’s total volume and the sphere separation distance. The radius of the spheres and the solid–liquid contact angle are parameters that enter the expressions. These expressions are needed for efficient numerical simulations of drying suspensions and other systems involving liquid bridges whose volume or shape vary in time.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 5","pages":"2179 - 2190"},"PeriodicalIF":2.8,"publicationDate":"2024-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s40571-024-00772-5.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141153191","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-05-23DOI: 10.1007/s40571-024-00762-7
Vahab Sarfarazi, Jinwei Fu, Hadi Haeri, Mina Tahmasebi Moez, Manoj Khandelwal
This study examines the influence of zigzag joint configuration on crack propagation in centrally cracked Brazilian disks subjected to diametric forces, employing a 2-dimensional Particle Flow Code (PFC2D). An 80-mm-diameter disk specimen was used, featuring a single zigzag joint positioned at its center. The angles between the zigzag joint walls varied (45°, 90°, 135°), and the angle between loading and joint direction ranged from 0° to 90°. Testing was conducted under Brazilian indirect tensile (Splitting tensile test) conditions, with Acoustic Emission (AE) data utilized to analyze fracture progression. The movements of the boundary rate were kept at 0.005 mm/s. Brazilian tensile strength and uniaxial compression strength of samples were 0.8MPa and 7.4 MPa, respectively. The failure strengths were found to be contingent on the specific failure mechanism, which, in turn, was influenced by the geometric attributes of the flaws considered. The maximum failure force correlated with the number of tensile cracks, which increased as the zigzag notch angle decreased. Initial loading exhibited few AE events, but subsequently, AE hits escalated prior to reaching peak force, with the number of hits increasing as the zigzag notch angle decreased. The failure pattern and maximum force observed in specimens closely mirrored results obtained through both numerical simulations and experimental methods.
{"title":"Experimental and numerical investigation on crack propagation for a zigzag central cracked Brazilian disk","authors":"Vahab Sarfarazi, Jinwei Fu, Hadi Haeri, Mina Tahmasebi Moez, Manoj Khandelwal","doi":"10.1007/s40571-024-00762-7","DOIUrl":"https://doi.org/10.1007/s40571-024-00762-7","url":null,"abstract":"<p>This study examines the influence of zigzag joint configuration on crack propagation in centrally cracked Brazilian disks subjected to diametric forces, employing a 2-dimensional Particle Flow Code (PFC2D). An 80-mm-diameter disk specimen was used, featuring a single zigzag joint positioned at its center. The angles between the zigzag joint walls varied (45°, 90°, 135°), and the angle between loading and joint direction ranged from 0° to 90°. Testing was conducted under Brazilian indirect tensile (Splitting tensile test) conditions, with Acoustic Emission (AE) data utilized to analyze fracture progression. The movements of the boundary rate were kept at 0.005 mm/s. Brazilian tensile strength and uniaxial compression strength of samples were 0.8MPa and 7.4 MPa, respectively. The failure strengths were found to be contingent on the specific failure mechanism, which, in turn, was influenced by the geometric attributes of the flaws considered. The maximum failure force correlated with the number of tensile cracks, which increased as the zigzag notch angle decreased. Initial loading exhibited few AE events, but subsequently, AE hits escalated prior to reaching peak force, with the number of hits increasing as the zigzag notch angle decreased. The failure pattern and maximum force observed in specimens closely mirrored results obtained through both numerical simulations and experimental methods.</p>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 1","pages":""},"PeriodicalIF":3.3,"publicationDate":"2024-05-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141153194","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}
Pub Date : 2024-05-20DOI: 10.1007/s40571-024-00770-7
Writtick Pakhira, R. Kumar, Khalid Mohd. Ibrahimi
Investigating and analyzing circulating tumor cells (CTCs) have shown to be an invaluable tool for early cancer detection and diagnosis. Microfluidic devices, which are inexpensive and simple to use, have recently gained a lot of attention for the enumeration and separation of CTCs. In this research, a novel sheathless double-loop spiral-based lab-on-a-chip is proposed dependent upon the functionality of inertial focusing for separating multiple CTCs such as MCF-7 (breast cancer CTCs) and A549 (lung cancer CTCs) distinctly from the normal cells like WBCs (white blood cells) and RBCs (red blood cells). The chip is designed and examined in numerical simulation using COMSOL Multiphysics 5.4 tool at various average flow velocities and Reynolds numbers (Re). In this study, the separation purities and recoveries of (sim ) 100% is gained by the chip at the Re values ranges from 71.75 ({text{to}}) 76.87 (flowrate of 87.8(-)94.1 ml/h), which indicates the high capability of separating multiple CTCs distinctly with high throughput.
{"title":"Numerical Simulation of a Sheathless Multi-CTC Separator Lab-on-a-Chip Using Inertial Focusing Method","authors":"Writtick Pakhira, R. Kumar, Khalid Mohd. Ibrahimi","doi":"10.1007/s40571-024-00770-7","DOIUrl":"10.1007/s40571-024-00770-7","url":null,"abstract":"<div><p>Investigating and analyzing circulating tumor cells (CTCs) have shown to be an invaluable tool for early cancer detection and diagnosis. Microfluidic devices, which are inexpensive and simple to use, have recently gained a lot of attention for the enumeration and separation of CTCs. In this research, a novel sheathless double-loop spiral-based lab-on-a-chip is proposed dependent upon the functionality of inertial focusing for separating multiple CTCs such as MCF-7 (breast cancer CTCs) and A549 (lung cancer CTCs) distinctly from the normal cells like WBCs (white blood cells) and RBCs (red blood cells). The chip is designed and examined in numerical simulation using COMSOL Multiphysics 5.4 tool at various average flow velocities and Reynolds numbers (Re). In this study, the separation purities and recoveries of <span>(sim )</span> 100% is gained by the chip at the Re values ranges from 71.75 <span>({text{to}})</span> 76.87 (flowrate of 87.8<span>(-)</span>94.1 ml/h), which indicates the high capability of separating multiple CTCs distinctly with high throughput.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 5","pages":"2143 - 2156"},"PeriodicalIF":2.8,"publicationDate":"2024-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141122664","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}
Pub Date : 2024-05-18DOI: 10.1007/s40571-024-00757-4
Xudong Chen, Zigong Liang, Andrew H. C. Chan
Rubble stones are commonly found in many civil engineering components, such as foundations, walls. In general, rubble stone masonry walls are composed of irregular-shaped stone units and mortar. They are usually subjected to vertical and horizontal loads simultaneously and exhibit high degree of nonlinearity and discontinuity in service conditions. The combined finite-discrete element method (FDEM) was employed to investigate the mechanical behaviour of rubble stone masonry walls in this study. In order to overcome the disadvantages in both macro- and simplified micro-modelling, a detailed micro-modelling approach was utilised, i.e. stone, mortar and stone-mortar interface were considered explicitly, providing close approximation to physical structures. Stone units and mortar were discretised into linear triangular elements with finite element formulation incorporated in, and therefore, accurate estimate on structural deformation and contact forces can be obtained. Damage of rubble stone masonry was evaluated through cohesive fracture models. Numerical examples were validated, and further parametric discussions were performed. Influence of stone unit pattern, ratio of stone and strength of mortar on the failure behaviour of rubble stone masonry walls was revealed. A very good agreement between FDEM results and experimental data was observed. It was found that the higher the ratio of stone, the better the bearing capacity, and uniform-shaped stone units with regular distribution were recommended. In addition, use of mortar with both tensile and shear strengths higher than 0.2 MPa was suggested.
{"title":"Simulating the damage of rubble stone masonry walls using FDEM with a detailed micro-modelling approach","authors":"Xudong Chen, Zigong Liang, Andrew H. C. Chan","doi":"10.1007/s40571-024-00757-4","DOIUrl":"https://doi.org/10.1007/s40571-024-00757-4","url":null,"abstract":"<p>Rubble stones are commonly found in many civil engineering components, such as foundations, walls. In general, rubble stone masonry walls are composed of irregular-shaped stone units and mortar. They are usually subjected to vertical and horizontal loads simultaneously and exhibit high degree of nonlinearity and discontinuity in service conditions. The combined finite-discrete element method (FDEM) was employed to investigate the mechanical behaviour of rubble stone masonry walls in this study. In order to overcome the disadvantages in both macro- and simplified micro-modelling, a detailed micro-modelling approach was utilised, i.e. stone, mortar and stone-mortar interface were considered explicitly, providing close approximation to physical structures. Stone units and mortar were discretised into linear triangular elements with finite element formulation incorporated in, and therefore, accurate estimate on structural deformation and contact forces can be obtained. Damage of rubble stone masonry was evaluated through cohesive fracture models. Numerical examples were validated, and further parametric discussions were performed. Influence of stone unit pattern, ratio of stone and strength of mortar on the failure behaviour of rubble stone masonry walls was revealed. A very good agreement between FDEM results and experimental data was observed. It was found that the higher the ratio of stone, the better the bearing capacity, and uniform-shaped stone units with regular distribution were recommended. In addition, use of mortar with both tensile and shear strengths higher than 0.2 MPa was suggested.</p>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"49 1","pages":""},"PeriodicalIF":3.3,"publicationDate":"2024-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141059478","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}
Pub Date : 2024-05-11DOI: 10.1007/s40571-024-00767-2
Chao Jiang, Christopher A. Bareither, Paul R. Heyliger
A modified version of a nonlinear viscoelastic damping model is presented to better represent overall spherical particle response using the discrete element method (DEM) to simulate gravity-driven mixing of binary particles into a confined box. Nonlinear springs are used in the normal and tangential directions to simulate the contact forces, and an additional nonlinear annular spring is employed at the contact points to account for rolling friction. A viscous damping term related to the relative motion between contacting particles is applied to represent energy dissipation, and an alternative condition for checking the end of a collision is applied. The new model is shown to successfully recover the tangential force behavior in stick and sliding regions without having to introduce more complicated behavior. Results are in excellent agreement with existing benchmark tests, and the model is applied to evaluating several different mixing schemes using fixed geometric particle flow disruptors with sometimes surprising results.
{"title":"Confined binary particle mixing with a modified discrete element method","authors":"Chao Jiang, Christopher A. Bareither, Paul R. Heyliger","doi":"10.1007/s40571-024-00767-2","DOIUrl":"10.1007/s40571-024-00767-2","url":null,"abstract":"<div><p>A modified version of a nonlinear viscoelastic damping model is presented to better represent overall spherical particle response using the discrete element method (DEM) to simulate gravity-driven mixing of binary particles into a confined box. Nonlinear springs are used in the normal and tangential directions to simulate the contact forces, and an additional nonlinear annular spring is employed at the contact points to account for rolling friction. A viscous damping term related to the relative motion between contacting particles is applied to represent energy dissipation, and an alternative condition for checking the end of a collision is applied. The new model is shown to successfully recover the tangential force behavior in stick and sliding regions without having to introduce more complicated behavior. Results are in excellent agreement with existing benchmark tests, and the model is applied to evaluating several different mixing schemes using fixed geometric particle flow disruptors with sometimes surprising results.</p></div>","PeriodicalId":524,"journal":{"name":"Computational Particle Mechanics","volume":"11 5","pages":"2105 - 2125"},"PeriodicalIF":2.8,"publicationDate":"2024-05-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140926617","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}