Fire performance evaluation of 3D-Printed concrete walls: A combined full-scale and numerical modeling approach

被引:0
|
作者
Suphunsaeng, Kantawich [1 ]
Prasittisopin, Lapyote [2 ]
Pethrung, Sirichai [3 ]
Pansuk, Withit [4 ]
机构
[1] Chulalongkorn Univ, Fac Engn, Dept Civil Engn, Bangkok 10330, Thailand
[2] Chulalongkorn Univ, Fac Architecture, Ctr Excellence Green Tech Architecture, Bangkok 10330, Thailand
[3] Rajamangala Univ Technol Krungthep, Fac Engn, Dept Civil Engn, Bangkok 10120, Thailand
[4] Chulalongkorn Univ, Fac Engn, Ctr Excellence Innovat Construct Mat, Bangkok 10330, Thailand
来源
JOURNAL OF BUILDING ENGINEERING | 2025年 / 104卷
关键词
3D concrete printing; Fire; Full-scale; Simulation; Finite element; Additive manufacturing; Wall; 3D PRINTING CONCRETE; CONSTRUCTION;
D O I
10.1016/j.jobe.2025.112296
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
3D concrete printing (3DCP) is now being adopted in construction projects worldwide, allowing many benefits from such automated construction. However, existing research has limited its durability evaluation to full-scale testing. Furthermore, the numerical simulation of the 3DCP method is a new research area in the fields of dynamic growth, and many practical questions still remain. This paper presents the findings of full-scale and numerical studies on the fire performance of different 3DCP walls configurations. The effects of the wall thickness, cross-sectional arrangements, and inner cavity area on the insulation fire rating under different fire scenarios were examined. Results indicate that all full-scale specimens tested satisfy the integrity criteria for 3-h exposure time. Non-load bearing 3DCP showed a better fire insulation performance, whereas 3DCP wall with increased total thickness had better fire resistance. Numerical modeling performed effectively predicts 3DCP wall performance.
引用
收藏
页数:21
相关论文
共 50 条
  • [1] Numerical Modeling of Lateral Resistance of 3D-Printed Concrete Walls
    Mohemmi, Morteza
    Sadeghian, Vahid
    Panda, Biranchi
    Boyle, Sheryl
    FOURTH RILEM INTERNATIONAL CONFERENCE ON CONCRETE AND DIGITAL FABRICATION, DC 2024, 2024, 53 : 457 - 464
  • [2] Energy Performance of 3D-Printed Concrete Walls: A Numerical Study
    Suntharalingam, Thadshajini
    Upasiri, Irindu
    Gatheeshgar, Perampalam
    Poologanathan, Keerthan
    Nagaratnam, Brabha
    Santos, Paulo
    Rajanayagam, Heshachanaa
    BUILDINGS, 2021, 11 (10)
  • [3] Environmental Footprint and Economics of a Full-Scale 3D-Printed House
    Abdalla, Hadeer
    Fattah, Kazi Parvez
    Abdallah, Mohamed
    Tamimi, Adil K.
    SUSTAINABILITY, 2021, 13 (21)
  • [4] Quantitative performance evaluation of GRPE: a full-scale modeling approach
    Lee, T.
    Lee, S. H.
    Lee, I-W
    Jung, Y-H
    GEOSYNTHETICS INTERNATIONAL, 2020, 27 (03) : 342 - 347
  • [5] Seismic Performance of Full-Scale Autoclaved Aerated Concrete Panel-Assembled Walls: Experimental Study and Numerical Modeling
    Li, Xiaowei
    Ma, Dongwen
    Zhang, Qidi
    Zhang, Zhaoqiang
    Bao, Han
    Yao, Yong
    BUILDINGS, 2024, 14 (05)
  • [6] Numerical assessment of thermal bridging effects in 3D-printed foam concrete walls
    Chamatete, Kunda
    Yalcinkaya, Caglar
    MATERIALS RESEARCH EXPRESS, 2024, 11 (10)
  • [7] 3D-printed concrete footbridges: An approach to assess the sustainability performance
    Asensio, Javier
    Josa, Irene
    Monserrat, Andrea
    de la Fuente, Albert
    STRUCTURAL CONCRETE, 2023, 24 (06) : 7705 - 7725
  • [8] Computational Optimization of 3D-Printed Concrete Walls for Improved Building Thermal Performance
    AlZahrani, Abdullah A.
    Alghamdi, Abdulrahman A.
    Basalah, Ahmad A.
    BUILDINGS, 2022, 12 (12)
  • [9] Evaluation and Correlation Study on Work Performance of 3D-Printed Concrete
    Zhang, Hongping
    Wang, Jianhong
    Liu, Yaling
    Zhang, Xiangshuang
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2021, 19 (11) : 1181 - 1196
  • [10] Seismic Performance of Varying Aspect Ratio Full-Scale Concrete Walls
    Faraone, Gloria
    Hutchinson, Tara C.
    Piccinin, Roberto
    Silva, John F.
    ACI STRUCTURAL JOURNAL, 2022, 119 (06) : 19 - 34