Real-time temperature monitoring to evaluate the strength evolution of 3D printed concrete: From lab to in-situ printing

被引:0
作者
Zuo, Zibo [1 ,2 ]
Tao, Yaxin [3 ]
Huang, Yulin [2 ]
Zhang, Longlong [3 ]
Li, Jin [4 ]
De Corte, Wouter [1 ]
机构
[1] Univ Ghent, Fac Engn & Architecture, Dept Struct Engn & Bldg Mat, Ghent, Belgium
[2] Shanghai Construct Grp Co Ltd, Shanghai Construct Grp, Cent Res Inst, Shanghai, Peoples R China
[3] Swiss Fed Inst Technol, Inst Bldg Mat, Zurich, Switzerland
[4] Nanjing KENYO Digital Mat Technol Res Inst Co Ltd, Nanjing, Peoples R China
关键词
In-situ 3D printing; 3D concrete printing; Strength evolution; Real-time monitoring; Temperature history; MATURITY METHOD; COMPRESSIVE STRENGTH; HYDRATION; BEHAVIOR; DESIGN;
D O I
10.1016/j.conbuildmat.2025.141459
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Assessing the strength evolution of 3D printed concrete, particularly when created in-situ with varying ambient temperatures, is critical for ensuring its buildability and structural performance. This paper introduces a method, termed Updated Real-time Monitoring and Modification (URMM), tailored for evaluating the strength evolution of 3D printed concrete during the construction process. URMM operates by continuously monitoring temperature using an embedded temperature sensor within 3D printed concrete. It then employs remote real-time computational analysis, utilizing a correction maturity algorithm, to predict the strength evolution of 3D printed concrete based on the modified maturity method. To demonstrate its applicability, a case study involving the 3D printing of a 6-meter tall concrete structure is presented, showcasing the implementation of URMM. The experimental outcomes indicate that URMM effectively enables accurate, non-destructive, and real-time monitoring of the strength evolution of 3D printed concrete. The research aims to provide a strength evaluation method to facilitate the widespread move of 3D printed concrete from the laboratory to the construction site.
引用
收藏
页数:11
相关论文
共 51 条
[1]   The maturity method: Modifications to improve estimation of concrete strength at later ages [J].
Abdel-Jawad, Yahia A. .
CONSTRUCTION AND BUILDING MATERIALS, 2006, 20 (10) :893-900
[2]  
[Anonymous], 2011, A. Standard, C1074-11
[3]   The Effect of Curing Conditions on the Service Life of 3D Printed Concrete Formwork [J].
Bekaert, Michiel ;
Van Tittelboom, Kim ;
De Schutter, Geert .
MATERIALS, 2023, 16 (21)
[4]   3D printed concrete as stay-in-place formwork: Mechanics during casting and curing [J].
Bekaert, Michiel ;
Van Tittelboom, Kim ;
De Schutter, Geert .
STRUCTURAL CONCRETE, 2023, 24 (01) :738-755
[5]   The realities of additively manufactured concrete structures in practice [J].
Bos, F. P. ;
Menna, C. ;
Pradena, M. ;
Kreiger, E. ;
da Silva, W. R. Leal ;
Rehman, A. U. ;
Weger, D. ;
Wolfs, R. J. M. ;
Zhang, Y. ;
Ferrara, L. ;
Mechtcherine, V .
CEMENT AND CONCRETE RESEARCH, 2022, 156
[6]   Maturity method evaluated for various cementitious materials [J].
Brooks, Andrew G. ;
Schindler, Anton K. ;
Barnes, Robert W. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2007, 19 (12) :1017-1025
[7]   3D printing using concrete extrusion: A roadmap for research [J].
Buswell, R. A. ;
de Silva, W. R. Leal ;
Jones, S. Z. ;
Dirrenberger, J. .
CEMENT AND CONCRETE RESEARCH, 2018, 112 :37-49
[8]  
Cano-Barrita PFD, 2015, ACI MATER J, V112, P147
[9]   Improving structural build-up of limestone-calcined clay-cement pastes by using inorganic additives [J].
Chen, Yu ;
Zhang, Yu ;
He, Shan ;
Liang, Xuhui ;
Schlangen, Erik ;
copuroglu, Oguzhan .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 392
[10]   3D Printing Concrete on temporary surfaces: The design and fabrication concrete shell structure [J].
Costanzi, C. Borg ;
Ahmed, Z. Y. ;
Schipper, H. R. ;
Bos, F. P. ;
Knaack, U. ;
Wolfs, R. J. M. .
AUTOMATION IN CONSTRUCTION, 2018, 94 :395-404