TY - JOUR
T1 - Artificial intelligence based microcracks research in 3D printing concrete
AU - Zhao, Hongyu
AU - Jassmi, Hamad AI
AU - Liu, Xianda
AU - Wang, Yufei
AU - Chen, Zhaohui
AU - Wang, Jun
AU - Lei, Zuxiang
AU - Wang, Xiangyu
AU - Sun, Junbo
PY - 2024/12/27
Y1 - 2024/12/27
N2 - 3D printing concrete (3DPC), which employs extruded-filament and no-framework technologies, is more vulnerable to effects of internal microcracks than traditional concrete. However, the existing detection and analysis method of microcracks relies on manual visual inspection and the experience of observers, which fall short in quantifying representative information. This study proposes a fast-speed and automated segmentation method of microcracks in 3DPC through dual deep learning (DL) algorithms and scanning electron microscopy (SEM). This method applies transformer based networks and a range of improvement tactics to respectively achieve high-precision results of mIoU at 0.7586 and mPA at 0.8332. These performances for segmenting microcracks in 3DPC are better than results obtained from current popular networks. To significantly reduce the time and cost of acquiring high-quality SEM data, a super-resolution reconstruction strategy is adopted to obtain higher-resolution data with 34.23 of PSNR and 0.87 of SSIM. Using the proposed method, a comprehensive analysis reveals that 3DPC has a higher risk for microcrack progression into macrocracks than cast concrete. Therefore, this method surpasses the existing techniques related to microscopic imaging in terms of intuitiveness, automation, informational content, and accuracy.
AB - 3D printing concrete (3DPC), which employs extruded-filament and no-framework technologies, is more vulnerable to effects of internal microcracks than traditional concrete. However, the existing detection and analysis method of microcracks relies on manual visual inspection and the experience of observers, which fall short in quantifying representative information. This study proposes a fast-speed and automated segmentation method of microcracks in 3DPC through dual deep learning (DL) algorithms and scanning electron microscopy (SEM). This method applies transformer based networks and a range of improvement tactics to respectively achieve high-precision results of mIoU at 0.7586 and mPA at 0.8332. These performances for segmenting microcracks in 3DPC are better than results obtained from current popular networks. To significantly reduce the time and cost of acquiring high-quality SEM data, a super-resolution reconstruction strategy is adopted to obtain higher-resolution data with 34.23 of PSNR and 0.87 of SSIM. Using the proposed method, a comprehensive analysis reveals that 3DPC has a higher risk for microcrack progression into macrocracks than cast concrete. Therefore, this method surpasses the existing techniques related to microscopic imaging in terms of intuitiveness, automation, informational content, and accuracy.
KW - 3D printing concrete
KW - Deep learning
KW - Microcrack
KW - SEM image
KW - Super-resolution reconstruction
UR - http://www.scopus.com/inward/record.url?scp=85211042699&partnerID=8YFLogxK
UR - https://go.openathens.net/redirector/westernsydney.edu.au?url=https://doi.org/10.1016/j.conbuildmat.2024.139049
U2 - 10.1016/j.conbuildmat.2024.139049
DO - 10.1016/j.conbuildmat.2024.139049
M3 - Article
AN - SCOPUS:85211042699
SN - 0950-0618
VL - 457
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 139049
ER -