Numerical simulation of multi-layer 3D concrete printing

Q2 Engineering
J. Spangenberg, Wilson Ricardo Leal da Silva, R. Comminal, M. Mollah, Thomas Juul Andersen, H. Stang
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引用次数: 15

Abstract

This paper presents a computational fluid dynamics model fit for multi-layer 3D Concrete Printing. The numerical model utilizes an elasto-visco-plastic constitutive model to mimic the flow behaviour of the cementitious material. To validate the model, simulation data is compared to experimental data from 3D printed walls. The obtained results show that the numerical model can reproduce the experimental results with high accuracy and quantify the extrusion load imposed upon the layers. Such load is found to exceed the material’s yields stress in certain regions of previously printed layers, leading to layer deformation/flow. The developed and validated numerical model can assist in identifying optimal printing strategies, reducing the number of costly experimental print failures and human-process interaction. By doing so, the findings of this paper helps 3D Concrete Printing move a step closer to a truly digital fabrication process.
多层3D混凝土打印的数值模拟
提出了一种适用于多层混凝土3D打印的计算流体力学模型。数值模型采用弹粘塑性本构模型模拟胶凝材料的流动行为。为了验证模型,将仿真数据与3D打印墙体的实验数据进行了比较。结果表明,该数值模型能较好地再现实验结果,并能量化施加在各层上的挤压载荷。在先前打印层的某些区域,发现这种载荷超过了材料的屈服应力,导致层变形/流动。开发和验证的数值模型可以帮助确定最佳的打印策略,减少昂贵的实验打印失败和人机交互的数量。通过这样做,本文的发现有助于3D混凝土打印向真正的数字制造过程迈进一步。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
RILEM Technical Letters
RILEM Technical Letters Materials Science-Materials Science (all)
CiteScore
5.00
自引率
0.00%
发文量
13
审稿时长
10 weeks
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