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材料导报  2024, Vol. 38 Issue (5): 22060128-11    https://doi.org/10.11896/cldb.22060128
  无机非金属及其复合材料 |
基于CT图像三维重建的高温下再生混凝土孔隙特征研究
都思哲1, 张淼2, 张玉1, Selyutina Nina3, Smirnov Ivan3, 马树娟1, 董晓强1, 刘元珍1,*
1 太原理工大学土木工程学院,太原 030024
2 Coronation Property Co.Pty Ltd/MN Builders,新南威尔士州 2620
3 圣彼得堡国立大学,圣彼得堡 190000
Study on Pore Characteristics of Recycled Aggregate Concrete at High Temperature Based on 3D Reconstruction of CT Images
DU Sizhe1, ZHANG Miao2, ZHANG Yu1, Selyutina Nina3, Smirnov Ivan3, MA Shujuan1, DONG Xiaoqiang1, LIU Yuanzhen1,*
1 College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China
2 Coronation Property Co. Pty Ltd/MN Builders, New South Wales 2620, Australia
3 Saint Petersburg State University, St. Petersburg 190000, Russia
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摘要 高温会导致混凝土微细观结构损伤劣化,进而导致混凝土力学性能下降。本工作利用计算机层析成像(CT)技术对高温后掺加玻化微珠的再生混凝土(Recycled aggregate concrete mixed with glazed hollow beads,GHB-RAC)试件孔隙结构特征进行识别,基于CT扫描与三维重构建模提取并分析了混凝土孔隙结构的特征参数,同时利用灰色关联理论探究孔隙结构特征参数对混凝土残余抗压强度的影响程度。研究结果表明,温度会影响GHB-RAC内部孔隙结构,内部孔隙孔径及表面积随温度升高而增大,温度的升高也会影响混凝土孔隙均匀性,加剧孔隙不均匀性分布;玻化微珠(Glazed hollow beads,GHB)对混凝土温度传导的阻碍作用明显,GHB的掺入改善了混凝土的孔隙结构,减弱了高温导致的孔隙畸化;孔隙尺寸、孔隙球体度及孔隙表面积与残余抗压强度的灰色关联度均在 0.55以上,表明孔隙结构参数与残余抗压强度关联性较好。
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都思哲
张淼
张玉
Selyutina Nina
Smirnov Ivan
马树娟
董晓强
刘元珍
关键词:  CT扫描  再生混凝土  孔隙结构  抗压强度  灰色关联度    
Abstract: High temperatures can lead to deterioration of concrete microstructure damage, which in turn leads to a decrease in concrete mechanical pro-perties. In this work, computerized tomography (CT) technology was used to identify the pore structure characteristics of recycled aggregate concrete mixed with glazed hollow beads (GHB-RAC) specimens after high temperature. The characteristic parameters of concrete pore structure were extracted and analyzed based on CT scanning and three-dimensional reconstruction modelling. And the gray correlation theory was applied to investigate the influence degree of the pore structure characteristic parameters on the residual comprehensive strength of concrete. The results show that the internal pore structure of GHB-RAC can be affected by temperature; the internal pore size and surface area increase with temperature; and the temperature increase affects the concrete pore homogeneity and intensifies the distribution of pore in-homogeneity. With the incorporation of GHB, the pore structure of concrete improved effectively and reduces the pore distortion caused by high temperature. The gray correlation between pore size, pore sphericity and residual compressive strength is above 0.55, which indicates a great correlation between pore structure and residual comprehensive strength.
Key words:  CT testing    recycled aggregate concrete    pore structure    compressive strength    grey correlation degree
出版日期:  2024-03-10      发布日期:  2024-03-18
ZTFLH:  TU541  
基金资助: 国家自然科学基金(51808375;52078473;5201101735);Russian Foundation for Basic Research (21-51-53008);住建部科学技术计划项目(2021-K-046);山西省新兴产业领军人才项目(202014)
通讯作者:  *刘元珍,太原理工大学土木工程学院教授、博士研究生导师。1996年太原理工大学工民建专业本科毕业,2001年太原理工大学结构工程专业硕士毕业,2008年太原理工大学结构工程专业博士毕业。目前主要从事再生混凝土结构、装配式混凝土结构及其智能建造、绿色建筑技术、固废资源化利用等方面的研究工作。发表论文100余篇,授权节能材料及结构体系、装配式混凝土结构发明专利14项。 liuyuanzhen@tyut.edu.cn   
作者简介:  都思哲,2013年6月于中国地质大学(武汉)获得工学学士学位。现为太原理工大学土木工程学院博士研究生,在刘元珍教授的指导下进行研究。目前主要研究领域为混凝土结构材料。
引用本文:    
都思哲, 张淼, 张玉, Selyutina Nina, Smirnov Ivan, 马树娟, 董晓强, 刘元珍. 基于CT图像三维重建的高温下再生混凝土孔隙特征研究[J]. 材料导报, 2024, 38(5): 22060128-11.
DU Sizhe, ZHANG Miao, ZHANG Yu, Selyutina Nina, Smirnov Ivan, MA Shujuan, DONG Xiaoqiang, LIU Yuanzhen. Study on Pore Characteristics of Recycled Aggregate Concrete at High Temperature Based on 3D Reconstruction of CT Images. Materials Reports, 2024, 38(5): 22060128-11.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.22060128  或          https://www.mater-rep.com/CN/Y2024/V38/I5/22060128
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