Coarse-Grained CFD-DEM Simulation and the Design of an Industrial-Scale Coal Gasifier

Author(s):  
Jia Yu ◽  
Liqiang Lu ◽  
Yupeng Xu ◽  
Xi Gao ◽  
Mehrdad Shahnam ◽  
...  
2017 ◽  
Vol 96 (6) ◽  
pp. 1403-1416 ◽  
Author(s):  
Muhammad Adnan ◽  
Nan Zhang ◽  
Fangfang Sun ◽  
Wei Wang

Materials ◽  
2021 ◽  
Vol 14 (11) ◽  
pp. 2909
Author(s):  
Yiming Liu ◽  
Shiqiang Huang ◽  
Lihua Li ◽  
Henglin Xiao ◽  
Zhi Chen ◽  
...  

Recycled concrete aggregate (RCA) is a typical construction and demolition (C&D) material generated in civil engineering activities and has been widely used as the coarse-grained filler added to sand for roadbed fillings. The effect of RCA content on the mechanical behavior of sand–RCA mixtures is complicated and still not fully understood. To explore the effect of RCA content on the macroscale and microscopic behavior of the sand–RCA mixtures with various RCA contents, laboratory direct shear tests and numerical simulations using the 3D discrete element method were performed. Experimental direct shear tests on sand–RCA mixtures with different contents of RCA were first carried out. Numerical direct shear models were then established to represent the experimental results. The particle shape effect was also considered using a new realistic shape modeling method to model the RCA particles. Good agreement was observed between the DEM simulation and experimental results, verifying the ability of the numerical direct shear models to represent the direct shear behavior of sand–RCA mixtures. The macroscopic responses of both experimental and numerical tests showed that all samples presented an initial hardening followed by a post-peak strain softening. The peak-state friction angles increased with the RCA content for samples under the same vertical stress. The effect of RCA content on the microscopic behavior based on DEM simulation was also found. The microscopic properties of RCA–sand mixtures, such as coordination numbers, PDFs and contact force transformation features, were analyzed and related to the macroscopic results.


Fuel ◽  
2019 ◽  
Vol 255 ◽  
pp. 115790 ◽  
Author(s):  
Peter Ostermeier ◽  
Felix Fischer ◽  
Sebastian Fendt ◽  
Stefan DeYoung ◽  
Hartmut Spliethoff

2013 ◽  
Vol 634-638 ◽  
pp. 3732-3736
Author(s):  
Hong Cheng Li ◽  
Wei Min Dong ◽  
Xing Ping Xie

The simulation of grinding process of an industrial scale ball mill was carried out using the discrete element method (DEM). Combining the information from DEM simulation and theoretical or empirical models, the related parameter values of mill performance are obtained, which have some reference value to the design, optimization and selection of ball mills.


Processes ◽  
2021 ◽  
Vol 9 (7) ◽  
pp. 1098
Author(s):  
Kizuku Kushimoto ◽  
Kaya Suzuki ◽  
Shingo Ishihara ◽  
Rikio Soda ◽  
Kimihiro Ozaki ◽  
...  

A new simpler coarse-grain model (SCG) for analyzing particle behaviors under fluid flow in a dilute system, by using a discrete element method (DEM), was developed to reduce calculation load. In the SCG model, coarse-grained (CG) particles were enlarged from original particles in the same way as the existing coarse-grain model; however, the modeling concept differed from the other models. The SCG model focused on the acceleration by the fluid drag force, and the CG particles’ acceleration coincided with that of the original particles. Consequently, the model imposed only the following simple rule: the product of particle density and squared particle diameter is constant. Thus, the model had features that can be easily implemented in the DEM simulation to comprehend the modeled physical phenomenon. The model was validated by comparing the behaviors of the CG particles with the original particles in the uniform and the vortex flow fields. Moreover, the usability of the SCG model on simulating real dilute systems was confirmed by representing the particle behavior in a classifier. Therefore, the particle behavior in dilute particle-concentration systems would be analyzed more simply with the SCG model.


Author(s):  
Ying Jia ◽  
Yong Zhang ◽  
Ji Xu ◽  
Chenlong Duan ◽  
Yuemin Zhao ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document