A bounding surface plasticity model for methane hydrate-bearing sediments in deep seabed DOI
An Zhang, Mingjing Jiang, Dong Wang

и другие.

Computers and Geotechnics, Год журнала: 2023, Номер 163, С. 105720 - 105720

Опубликована: Авг. 24, 2023

Язык: Английский

Multi-field coupling particle flow dynamic behaviors of the microreactor and ultrasonic control method DOI
Lin Li, Pu Xu, Qihan Li

и другие.

Powder Technology, Год журнала: 2025, Номер unknown, С. 120731 - 120731

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

16

Neural Network-augmented Differentiable Finite Element Method for Boundary Value Problems DOI
Xi Wang, Zhen‐Yu Yin, Wei Wu

и другие.

International Journal of Mechanical Sciences, Год журнала: 2024, Номер 285, С. 109783 - 109783

Опубликована: Окт. 16, 2024

Язык: Английский

Процитировано

13

Coupled CFD-DEM simulation of interfacial fluid–particle interaction during binder jet 3D printing DOI
Joshua J. Wagner,

C. Fred Higgs

Computer Methods in Applied Mechanics and Engineering, Год журнала: 2024, Номер 421, С. 116747 - 116747

Опубликована: Фев. 7, 2024

Язык: Английский

Процитировано

11

Simulating the fluid–solid interaction of irregularly shaped particles using the LBM-DEM coupling method DOI Creative Commons
Mohammad Hassan Ahmadian, Wenbo Zheng

Computers and Geotechnics, Год журнала: 2024, Номер 171, С. 106395 - 106395

Опубликована: Май 3, 2024

In this paper, the lattice Boltzmann method (LBM) and discrete element (DEM) are coupled to simulate interaction between fluid phase irregularly shaped solid particles. For purpose, geometry of realistic particle shapes is represented as clumps overlapping spheres then simulated through a multi-sphere model in DEM with LBM using two open-access codes, LIGGGHTS Palabos. The accuracy coupling demonstrated by simulating several benchmark cases comparing them results from literature. LBM-DEM used collapse transport submerged granular particles spherical shape irregular shape, respectively, highlight influence grain morphology solid–fluid interaction. Compared previous for highly idealized non-spherical shapes, research provides more computational framework capture complex geomaterials clumps/multi-spheres, which useful studying underlying effect on geotechnical issues such internal erosions.

Язык: Английский

Процитировано

10

Enhanced fully resolved CFD-DEM-PBFM simulation of non-spherical particle–fluid interactions during hydraulic collection DOI
Yefeng Yang, Yin Wang

Computer Methods in Applied Mechanics and Engineering, Год журнала: 2024, Номер 426, С. 116994 - 116994

Опубликована: Апрель 24, 2024

Язык: Английский

Процитировано

7

Critical review of DEM simulation for sand production during geo-energy development: Models, parameters, and future directions DOI
Yuqi Song, Decheng Zhang, P.G. Ranjith

и другие.

Powder Technology, Год журнала: 2024, Номер 444, С. 119977 - 119977

Опубликована: Июнь 6, 2024

Язык: Английский

Процитировано

7

Dynamic fracture simulation of flawed rocks under varying loading rates by the rate-dependent SW-DVIB model combined with EPM DOI
Yuezong Yang, Yujie Wang

Theoretical and Applied Fracture Mechanics, Год журнала: 2025, Номер unknown, С. 104857 - 104857

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

1

Investigating the failure mechanisms of cascade landslide dams under overtopping conditions: an experimental approach DOI Creative Commons

Changjing Fu,

Tianlong Zhao,

Hongxin Li

и другие.

Scientific Reports, Год журнала: 2025, Номер 15(1)

Опубликована: Фев. 18, 2025

Under strong earthquakes and extreme rainfall conditions, landslide clusters near rivers may block incoming water flows, forming cascade dams. When subjected to hydrological these dams can experience overtopping, which erodes entrains material from the dam surface, compromising stability, potentially lead outburst flooding. Although existing research provides valuable insights into failures, it falls short in addressing complexities of cascading failures groups. The influence various factors on this intricate process is still only partially understood, highlighting need for a comprehensive understanding surface evolution flood flow dynamics specifically within context In study, we conduct physical model experiments categorize stages failure, identify typical failure modes, investigate mechanisms affecting breach morphology development during failures. Our findings reveal that amplify floods breaches, with peak rates increasing progressively upstream downstream. systems, downstream accelerated processes, where layer erosion becomes predominant. Significant fluctuations river levels between cascades slope both Specifically, exhibit more rapid widening, fewer instances collapse at compared dams, earlier timing, making breaches challenging emergency response. These observations highlight notable differences single Based findings, provide developing mathematical models improve physical-based predictions, will assist early warning strategies floods.

Язык: Английский

Процитировано

1

Coupling SPH-DEM method for simulating the dynamic response of breakwater structures under severe free surface flow DOI

JiaZhao Sun,

Li Zou, N. Govender

и другие.

Powder Technology, Год журнала: 2024, Номер 441, С. 119805 - 119805

Опубликована: Апрель 24, 2024

Язык: Английский

Процитировано

5

Finite element-integrated neural network for inverse analysis of elastic and elastoplastic boundary value problems DOI
Kunpeng Xu, Ning Zhang, Zhen‐Yu Yin

и другие.

Computer Methods in Applied Mechanics and Engineering, Год журнала: 2024, Номер 436, С. 117695 - 117695

Опубликована: Дек. 28, 2024

Язык: Английский

Процитировано

5