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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2023, Vol. 17 Issue (9): 1295-1309   https://doi.org/10.1007/s11709-023-0999-1
  本期目录
Effects of time-varying liquid bridge forces on rheological properties, and resulting extrudability and constructability of three-dimensional printing mortar
Peng ZHI1, Yu-Ching WU1(), Timon RABCZUK2
1. Department of Structural Engineering, Tongji University, Shanghai 200092, China
2. Institute of Structural Mechanics, Bauhaus University of Weimar, Weimar 99423, Germany
 全文: PDF(11124 KB)   HTML
Abstract

Extrudability and constructability are two important, yet contradictory issues pertaining to the construction of three-dimensional (3D) printing concrete. Extrudability is easily achieved when 3D printing cement mortar has a high water content and low cohesion, but the printed structure is easily collapsible. However, a 3D printing cement mortar with a low water content and high cohesion has a relatively stable printed structure although the cement mortar might not be extrudable. This study proposes a particle-based method to simulate 3D printing mortar extrusion and construction as an overall planning tool for building design. First, a discrete element model with time-varying liquid bridge forces is developed to investigate the microscopic effects of these forces on global rheological properties. Next, a series of numerical simulations relevant to 3D printable mortar extrudability and constructability are carried out. The study demonstrates that the effects of time-varying liquid bridge forces on rheological properties and the resulting extrudability and constructability of 3D printing mortar are considerable. Furthermore, an optimized region that satisfies both the extrusion and construction requirements is provided for 3D printing industry as a reference.

Key wordsparticle-based simulation    liquid bridge force    rheological property    3D printing mortar    extrudability    constructability
收稿日期: 2022-08-17      出版日期: 2023-12-21
Corresponding Author(s): Yu-Ching WU   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2023, 17(9): 1295-1309.
Peng ZHI, Yu-Ching WU, Timon RABCZUK. Effects of time-varying liquid bridge forces on rheological properties, and resulting extrudability and constructability of three-dimensional printing mortar. Front. Struct. Civ. Eng., 2023, 17(9): 1295-1309.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-023-0999-1
https://academic.hep.com.cn/fsce/CN/Y2023/V17/I9/1295
material configuration numerical model considered in this study?
dry bulk configuration friction model no
moist bulk cohesion model yes
suspension Bingham model no
Tab.1  
Fig.1  
Fig.2  
Fig.3  
Fig.4  
Fig.5  
propertyitemdata
liquid bridge propertiesliquid bridge volume7.42 × 10–10 m3
damping coefficient for the capillary phase0.5
surface tension γ2.0–16.0 N/m
contact angle45°
particle propertiesPoisson’s ratio0.25
density2000 kg/m3
contact friction angle80°
contact time0.005 s
restitution coefficient in normal direction0.1
restitution coefficient in tangential direction0.1
Tab.2  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
Fig.13  
Fig.14  
parametervalue
nozzle diameter D (m)0.1
height H (m)0.08
particle radius (m)0.005
nozzle moving speed (m/s)0.2
Tab.3  
Fig.15  
Fig.16  
Fig.17  
Fig.18  
Fig.19  
Fig.20  
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