Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование
Study on pore characteristics of recycled aggregate concrete mixed with glazed hollow beads at high temperatures based on 3-D reconstruction of computed tomography images. / Du, Sizhe; Zhang, Yu; Zhang, Jie; Selyutina, Nina; Smirnov, Ivan; Ma, Gang; Zhang, Xiang; Li, Beibei; Miao, Yanchun; Liu, Yuanzhen; Wang, Wejing.
в: Construction and Building Materials, Том 323, 126564, 14.03.2022.Результаты исследований: Научные публикации в периодических изданиях › статья › Рецензирование
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TY - JOUR
T1 - Study on pore characteristics of recycled aggregate concrete mixed with glazed hollow beads at high temperatures based on 3-D reconstruction of computed tomography images
AU - Du, Sizhe
AU - Zhang, Yu
AU - Zhang, Jie
AU - Selyutina, Nina
AU - Smirnov, Ivan
AU - Ma, Gang
AU - Zhang, Xiang
AU - Li, Beibei
AU - Miao, Yanchun
AU - Liu, Yuanzhen
AU - Wang, Wejing
N1 - Publisher Copyright: © 2022
PY - 2022/3/14
Y1 - 2022/3/14
N2 - High temperatures can have a profound impact on the internal pore structure of concrete, which consequently deteriorates its mechanical properties. In order to examine the effect of high temperatures on the microstructural characteristics and residual mechanical properties of recycled aggregate concrete mixed with glazed hollow beads (RATIC), the cube compressive strength test and CT test were carried out on RATIC specimens treated at the different temperatures. Through three-dimensional reconstruction of CT images, the three-dimensional microstructure of the RATIC after the high-temperature treatment were obtained to analyze the variation in its internal pores with the temperature, and to elaborate on the mechanism for the deterioration of its mechanical properties from the perspective of microstructural characteristics of pores. The results show that the glazed hollow bead (GHB) can slow down the spread of heat in the concrete and renders a positive effect on the heatinduced damage resistance of concrete. The incorporation of the GHB effectively optimizes the pore structure of the RATIC and reduces the pore distortion caused by the high temperature. In addition, the quantitative relationship between the pore characteristic parameters and the residual compressive strength of RATIC was investigated, and a computational model was obtained to characterize the relationship between the pore characteristic parameters and the residual compressive strength using nonlinear analysis.
AB - High temperatures can have a profound impact on the internal pore structure of concrete, which consequently deteriorates its mechanical properties. In order to examine the effect of high temperatures on the microstructural characteristics and residual mechanical properties of recycled aggregate concrete mixed with glazed hollow beads (RATIC), the cube compressive strength test and CT test were carried out on RATIC specimens treated at the different temperatures. Through three-dimensional reconstruction of CT images, the three-dimensional microstructure of the RATIC after the high-temperature treatment were obtained to analyze the variation in its internal pores with the temperature, and to elaborate on the mechanism for the deterioration of its mechanical properties from the perspective of microstructural characteristics of pores. The results show that the glazed hollow bead (GHB) can slow down the spread of heat in the concrete and renders a positive effect on the heatinduced damage resistance of concrete. The incorporation of the GHB effectively optimizes the pore structure of the RATIC and reduces the pore distortion caused by the high temperature. In addition, the quantitative relationship between the pore characteristic parameters and the residual compressive strength of RATIC was investigated, and a computational model was obtained to characterize the relationship between the pore characteristic parameters and the residual compressive strength using nonlinear analysis.
KW - Compressive strength
KW - Elevated temperature
KW - Pore structure
KW - Recycled concrete
KW - Thermal insulation
KW - X-ray computed tomography
KW - STRESS-STRAIN RELATIONSHIP
KW - POLYPROPYLENE FIBERS
KW - MECHANICAL-PROPERTIES
KW - COMPRESSIVE STRENGTH
KW - LIGHTWEIGHT CONCRETE
KW - COARSE AGGREGATE
KW - SILICA FUME
KW - HIGH-PERFORMANCE CONCRETE
KW - THERMAL INSULATION CONCRETE
KW - ELEVATED-TEMPERATURE
UR - http://www.scopus.com/inward/record.url?scp=85123761421&partnerID=8YFLogxK
U2 - https://doi.org/10.1016/j.conbuildmat.2022.126564
DO - https://doi.org/10.1016/j.conbuildmat.2022.126564
M3 - Article
AN - SCOPUS:85123761421
VL - 323
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
M1 - 126564
ER -
ID: 92173422