Machine learning approach to predict the early-age flexural strength of sensor-embedded 3D-printed structures

被引:0
作者
Banijamali, Kasra [1 ]
Dempsey, Mary [1 ]
Chen, Jianhua [1 ]
Kazemian, Ali [1 ]
机构
[1] Louisiana State Univ, Baton Rouge, LA 70802 USA
关键词
Concrete 3D printing; Machine learning; Early-age strength prediction; Permittivity; Electrical resistivity; Embedded sensors; 3D PRINTED CONCRETE; CONSTRUCTION;
D O I
10.1007/s40964-025-01017-4
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The absence of formwork in 3D-printed concrete, unlike conventional mold-cast concrete, introduces greater variability in curing conditions, posing significant challenges in accurately estimating the early-age mechanical strength. Therefore, common non-destructive techniques such as the maturity method fail to deliver a generalized predictive model for the mechanical strength of 3D-printed structures. In this study, multiple machine learning (ML) algorithms, including linear regression (LR), support vector regression (SVR), and artificial neural network (ANN), were developed to estimate the early-age flexural strength of 3D-printed beams under varying curing conditions, utilizing data collected from embedded sensors. Six input variables were employed for the ML models, including relative permittivity, internal temperature, and curing method. For model development, 144 data points were collected from an extensive experimental study, and multiple statistical metrics were employed to evaluate the proposed models. The ANN model outperformed the other models in predicting early-age strength, achieving a coefficient of determination of 95.1%. Furthermore, the input variable analysis highlighted the curing method as the most influential factor affecting the strength of 3D-printed beams.
引用
收藏
页数:13
相关论文
共 57 条
[11]  
Braspenning PJ, 1995, Artificial neural networks: an introduction to ANN theory and practice
[12]   Artificial neural network for the prediction of the fresh properties of cementitious materials [J].
Charrier, Malo ;
Ouellet-Plamondon, Claudiane M. .
CEMENT AND CONCRETE RESEARCH, 2022, 156
[13]   Productivity of digital fabrication in construction: Cost and time analysis of a robotically built wall [J].
de Soto, Borja Garcia ;
Agusti-Juan, Isolda ;
Hunhevicz, Jens ;
Joss, Samuel ;
Graser, Konrad ;
Habert, Guillaume ;
Adey, Bryan T. .
AUTOMATION IN CONSTRUCTION, 2018, 92 :297-311
[14]   Design for early-age structural performance of 3D printed concrete structures: A parametric numerical modeling approach [J].
Duarte, Goncalo ;
Duarte, Jose Pinto ;
Brown, Nathan ;
Memari, Ali ;
Gevaudan, Juan Pablo .
JOURNAL OF BUILDING ENGINEERING, 2024, 94
[15]   Rheological behavior of 3D printed concrete: Influential factors and printability prediction scheme [J].
Gao, Huaxing ;
Jin, Lang ;
Chen, Yuxuan ;
Chen, Qian ;
Liu, Xiaopeng ;
Yu, Qingliang .
JOURNAL OF BUILDING ENGINEERING, 2024, 91
[16]   Research status and prospect of machine learning in construction 3D printing [J].
Geng, Songyuan ;
Luo, Qiling ;
Liu, Kun ;
Li, Yunchao ;
Hou, Yuchen ;
Long, Wujian .
CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 18
[17]   3D printed sulfur-regolith concrete performance evaluation for waterless extraterrestrial robotic construction [J].
Giwa, Ilerioluwa ;
Dempsey, Mary ;
Fiske, Michael ;
Kazemian, Ali .
AUTOMATION IN CONSTRUCTION, 2024, 165
[18]  
Giwa I, 2024, CONSTRUCTION RESEARCH CONGRESS 2024: ADVANCED TECHNOLOGIES, AUTOMATION, AND COMPUTER APPLICATIONS IN CONSTRUCTION, P586, DOI 10.1061/9780784485262.060
[19]   Performance and macrostructural characterization of 3D printed steel fiber reinforced cementitious materials [J].
Giwa, Ilerioluwa ;
Game, Daniel ;
Ahmed, Hassan ;
Noorvand, Hassan ;
Arce, Gabriel ;
Hassan, Marwa ;
Kazemian, Ali .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 369
[20]   Electrical Conductive Properties of 3D-PrintedConcrete Composite with Carbon Nanofibers [J].
Goracci, Guido ;
Salgado, David M. ;
Gaitero, Juan J. ;
Dolado, Jorge S. .
NANOMATERIALS, 2022, 12 (22)