Evidence map›Paper›PMID 38012237›Full record

ArticleScientific reports2023

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

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Article in Scientific reports, 2023. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

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4 · The record

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5 · Who and what money

Authors and funding

7 authors.

Wanrong Wu *College of Mechanical and Electrical Engineering, Central South University, Changsha, 410083, China. wwr@csu.edu.cn.
Wang ChenCollege of Mechanical and Electrical Engineering, Central South University, Changsha, 410083, China.
Guoyi LuCollege of Mechanical and Electrical Engineering, Central South University, Changsha, 410083, China.
Jiaqian Wang *State Key Laboratory of Key Technologies of Lifting Machinery, ZoomLion, Changsha, 410803, China.
Guangtian TianCollege of Mechanical and Electrical Engineering, Central South University, Changsha, 410083, China.
Boxuan XuState Key Laboratory of Key Technologies of Lifting Machinery, ZoomLion, Changsha, 410803, China.
Chao DengState Key Laboratory of Key Technologies of Lifting Machinery, ZoomLion, Changsha, 410803, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

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.

Identifiers

PMID38012237
PMCPMC10682456

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