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材料导报  2026, Vol. 40 Issue (8): 25030205-9    https://doi.org/10.11896/cldb.25030205
  无机非金属及其复合材料 |
3D打印参数对地聚物混凝土力学性能的影响及深度学习预测模型
刘向1, 朱海峰1, 张东生2, 毛明杰1, 杨秋宁1,*
1 宁夏大学土木与水利工程学院,银川 750021
2 鲁汶大学土木工程系, 布鲁日 8200
Effects of 3D Printing Parameters on Mechanical Properties of Geopolymer Concrete and Deep Learning-based Prediction Model
LIU Xiang1, ZHU Haifeng1, ZHANG Dongsheng2, MAO Mingjie1, YANG Qiuning1,*
1 School of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, China
2 Department of Civil Engineering, KU Leuven,Bruges 8200, Belgium
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摘要 为揭示喷嘴行进速度V(2.4~7.2 m/min)、打印层高H(4~12 mm)与打印时间间隔T(0~20 min)三类打印参数对3D打印地聚物混凝土(3D printed geopolymer concrete,3DGPC)工作性能和力学性能的影响,本工作结合流变参数及孔隙结构特征分析,系统探究V、H和T对3DGPC工作性能与力学性能的影响机制。同时,构建了一种基于CEEMDAN-VMD-Transformer-BiLSTM深度学习架构的力学性能预测模型。结果表明:打印参数V=4.8 m/min、H=8 mm、T=0 min时,3DGPC的综合性能最优,其28 d抗压、抗折及劈裂强度均值分别达浇筑试件的82.4%、86.5%和69.7%,各向异性达最低水平,可建造性达理论最优值的81.3%。此外,当T从0 min增加至20 min时,3DGPC的屈服应力和塑性黏度分别增加了29.2%和35.7%。孔隙分析显示,V4.8-H8-T0组打印试件的总空气含量较浇筑试件高出0.61%,间距系数降低10.9 μm。基于深度学习架构建立的预测模型可实现对多个力学性能的高精度预测,误差指标均趋近理论最优值,研究结果为3DGPC的打印参数优化与性能预测提供了理论依据。
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刘向
朱海峰
张东生
毛明杰
杨秋宁
关键词:  3D打印参数  工作性能  力学性能  孔隙结构  深度学习    
Abstract: To elucidate the effects of three printing parameters—nozzle travel speed V (2.4—7.2 m/min), printing layer height H (4—12 mm), and printing time interval T (0—20 min)— on the workability and mechanical properties of 3D printed geopolymer concrete (3DGPC), this work systematically investigates the underlying mechanisms through rheological parameter analysis and pore structure characterization. Meanwhile, a mechanical property prediction model based on the CEEMDAN-VMD-Transformer-BiLSTM deep learning architecture was constructed. Experimental results demonstrate that 3DGPC achieves optimal comprehensive performance at parameter combination V=4.8 m/min, H=8 mm, and T=0 min, exhibiting 28-day compressive strength, flexural strength, and splitting tensile strength values reaching 82.4%, 86.5%, and 69.7% of cast specimens respectively. The anisotropic index reaches its minimum while buildability attains 81.3% of the theoretical maximum. Rheological analysis reveals 29.2% and 35.7% increments in yield stress and plastic viscosity respectively when T increases from 0 min to 20 min. Porosity characterization shows that printed specimens (V4.8-H8-T0) exhibit 0.61% higher total air content and 10.9 μm reduction in spacing factor compared to cast specimens. The developed deep learning model achieves high-precision prediction of multiple mechanical properties, with error metrics approaching the theoretical optima. This investigation provides a solid theoretical foundation for parameter optimization and performance prediction in 3DGPC fabrication.
Key words:  3D printing parameter    workability    mechanical property    pore structure    deep learning
出版日期:  2026-04-25      发布日期:  2026-05-06
ZTFLH:  TU528.41  
基金资助: 国家自然科学基金(52468068);宁夏大学研究生创新项目(CXXM2025050)
通讯作者:  * 杨秋宁,宁夏大学土木与水利工程学院教授、博士研究生导师。目前主要从事土木工程结构、新型建筑材料等方面的研究。yangqn@nxu.edu.cn   
作者简介:  刘向,宁夏大学土木与水利工程学院硕士研究生,在杨秋宁教授的指导下进行研究。目前主要研究领域为智能建造及固废资源再利用等。
引用本文:    
刘向, 朱海峰, 张东生, 毛明杰, 杨秋宁. 3D打印参数对地聚物混凝土力学性能的影响及深度学习预测模型[J]. 材料导报, 2026, 40(8): 25030205-9.
LIU Xiang, ZHU Haifeng, ZHANG Dongsheng, MAO Mingjie, YANG Qiuning. Effects of 3D Printing Parameters on Mechanical Properties of Geopolymer Concrete and Deep Learning-based Prediction Model. Materials Reports, 2026, 40(8): 25030205-9.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.25030205  或          https://www.mater-rep.com/CN/Y2026/V40/I8/25030205
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