Research on rheological behavior of fresh concrete single-cylinder pumping based on SPH-DEM

Wanrong Wu; Wang Chen; Guoyi Lu; Jiaqian Wang; Guangtian Tian; Boxuan Xu; Chao Deng

doi:10.1038/s41598-023-45702-2

Research on rheological behavior of fresh concrete single-cylinder pumping based on SPH-DEM

Sci Rep. 2023 Nov 27;13(1):20828. doi: 10.1038/s41598-023-45702-2.

Authors

Wanrong Wu^#¹, Wang Chen², Guoyi Lu², Jiaqian Wang^#³, Guangtian Tian², Boxuan Xu³, Chao Deng³

Affiliations

¹ College of Mechanical and Electrical Engineering, Central South University, Changsha, 410083, China. wwr@csu.edu.cn.
² College of Mechanical and Electrical Engineering, Central South University, Changsha, 410083, China.
³ State Key Laboratory of Key Technologies of Lifting Machinery, ZoomLion, Changsha, 410803, China.

^# Contributed equally.

Abstract

In contrast to traditional approaches to simulating fresh concrete, the model applied here allows issues such as liquid phase and the motion of sub-scale particles to be considered. The rheological behavior of fresh concrete materials was investigated, and the slump test and pumping process of fresh concrete were simulated by combining the smooth particle hydrodynamics coupled with discrete element method. Based on Bi-viscosity model and Bingham model, linear and nonlinear fitting of rheometer data and the derivation equations were educing. Bi-viscosity model and the Bingham model were compared in slump test. The results show that the Bi-viscosity model is more accurate in simulation, and the error percentage is less than 10%. The Bi-viscosity model was used to simulate and predict the results of slump experiment, and the influence of rheological parameters on the slump velocity and shape was obtained. The simulation analysis model of concrete single-cylinder pumping is established, and the experimental and simulation analysis models are compared. The results show that the SPH-DEM pumping pressure prediction is very close to the experimental results.