Study on freeze-thaw damage of surface and pore structure of steam cured concrete

被引:0
作者
Chen, Jialin [1 ]
He, Zhifan [2 ]
Chen, Shoukai [1 ]
Nguyen, Phu Minh Vuong [3 ]
Liu, Jinping [1 ]
Xu, Haoke [1 ]
机构
[1] North China Univ Water Resources & Elect Power, Zhengzhou 450046, Peoples R China
[2] Henan Ind Sch, Zhengzhou 450003, Peoples R China
[3] Natl Res Inst, Cent Min Inst, PL-40166 Katowice, Poland
来源
SCIENTIFIC REPORTS | 2025年 / 15卷 / 01期
关键词
Steam cured concrete; Freeze-thaw damage; Surface roughness; Pore structure; Fractal dimension; ROUGHNESS QUANTIFICATION; PERFORMANCE; BEHAVIOR;
D O I
10.1038/s41598-025-06958-y
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The study of freeze-thaw (F-T) damage of steam cured concrete (SCC) plays a positive role in promoting the development of prefabricated technology in water conservancy project construction and construction industrialization in cold areas. This study aims to investigate and provide a better understanding of the surface damage pattern and pore structure of SCC. In this paper, a 3D scanner was used to scan the surface topography of SCC under five conditions of F-T (the number of F-T was 0, 50, 100, 150, and 200 respectively), and the spatial distribution of point cloud data generated by scanning results was analyzed, and surface roughness was introduced to quantify the damage effect of F-T cycle on the surface of SCC. The results show that the fluctuation range of point cloud data increases from 0-0.15 mm to 0-0.93 mm with the increase of F-T cycles. The F-T cycles result in the continuous deterioration of the surface of SCC, and surface roughness increases from 0.097 mm to 0.899 mm, and the development law basically conforms to the exponential growth law. In addition, the pore structure parameters of SCC under different F-T cycles were obtained based on X-ray computed tomography technology (XCT). It was found that the pore size and porosity increased with the increase of F-T cycles, and the growth rates ranged from 3.41% to 19.69% and 29.29% to 41.85%, respectively. The pore numbers showed a decreasing trend, with the decreasing rate ranging from 2.56% to 11.56%. It is also found that the inhomogeneity of pore space distribution caused by F-T cycles may be one of the main reasons affecting the mechanical properties of SCC. On this basis, the surface fractal dimension and volume fractal dimension of SCC pores were calculated respectively, and they were used to evaluate the F-T damage degree of SCC under different F-T cycles. The results revealed that there is a linear relationship between fractal dimension and F-T cycles. When the fractal dimension is used to characterize the F-T damage degree of SCC, the result of the volume fractal dimension is better than the surface fractal dimension.
引用
收藏
页数:15
相关论文
共 63 条
[1]  
[Anonymous], 2024, GB/T 50082-2024
[2]  
[Anonymous], 2020, SL/T 352- Test code for hydraulic concrete
[3]  
[Anonymous], 2011, ASTM C666
[4]   Damage degradation model of aeolian sand concrete under freeze-thaw cycles based on macro-microscopic perspective [J].
Bai, Jianwen ;
Zhao, Yanru ;
Shi, Jinna ;
He, Xiaoyan .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 327
[5]   Experimental study on compressive strength and frost resistance of steam cured concrete with mineral admixtures [J].
Chen, Bo ;
Chen, Jialin ;
Chen, Xudong ;
Qiang, Sheng ;
Zheng, Yongjie .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 325
[6]   Comparative study on mechanical properties and microstructure development of ultra-high performance concrete incorporating phosphorous slag under different curing regimes [J].
Chen, Gaoping ;
Huang, Yuepeng ;
Yang, Rui ;
Yu, Rui ;
Xiao, Rengui ;
Wang, Zhiyang ;
Ke, Xiang ;
Xie, Guiming ;
Cheng, Jinke ;
Bao, Ming .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 392
[7]   Foam stability of 3D printable foamed concrete [J].
Cho, Seung ;
van Rooyen, Algurnon ;
Kearsley, Elsabe ;
van Zijl, Gideon .
JOURNAL OF BUILDING ENGINEERING, 2022, 47
[8]   Microstructural damage evolution and its effect on fracture behavior of concrete subjected to freeze-thaw cycles [J].
Dong, Yijia ;
Su, Chao ;
Qiao, Pizhong ;
Sun, L. Z. .
INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2018, 27 (08) :1272-1288
[9]   Effects of toluene-di-isocyanate microcapsules on the frost resistance and self-repairing capability of concrete under freeze-thaw cycles [J].
Du, Wei ;
Liu, Quantao ;
Lin, Runsheng .
JOURNAL OF BUILDING ENGINEERING, 2021, 44
[10]   Optimal bilateral filter and Convolutional Neural Network based denoising method of medical image measurements [J].
Elhoseny, Mohamed ;
Shankar, K. .
MEASUREMENT, 2019, 143 :125-135