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    Effect of Deoxyribonucleic Acid on the Chloride Diffusion Behavior of Cement Mortar

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008::page 04024197-1
    Author:
    Jinghui Zhang
    ,
    Xiaodan Tang
    ,
    Weizhun Jin
    ,
    Zhipeng Bai
    ,
    Guohui Yang
    ,
    Fangfang Zhi
    ,
    Linhua Jiang
    DOI: 10.1061/JMCEE7.MTENG-17643
    Publisher: American Society of Civil Engineers
    Abstract: Corrosion of reinforcement bar caused by chloride ions diffusion is a crucial durability problem for concrete structures. Deoxyribonucleic acid (DNA) is a new type of corrosion inhibitor. Previous research has concentrated primarily on the influence of DNA on the corrosion of reinforcement bar caused by chloride salts in simulated concrete pore solution and cement-based materials, with scant attention to the chloride diffusion behavior of cement-based materials with DNA. In this work, the chloride diffusion behavior of cement-based materials with DNA was studied using chloride binding isotherm, chloride rapid migration (RCM), and natural diffusion tests. The composition, content, and morphology of the hydration products and pore structure were monitored using X-ray diffraction (XRD), thermogravimetry (TG), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) tests. The results show that DNA can improve the chloride-binding capacity and enhance the chloride diffusion resistance in cement-based materials. The lowest chloride migration coefficient and chloride diffusion coefficient were found in cement mortar with 4% by weight DNA, which were 45.58% and 42.36% lower than those of the reference group, respectively. DNA can stimulate the cement hydration reaction to produce more C-S-H gels and can increase the Ca/Si ratio of C-S-H. This is conducive to physical chloride adsorption. DNA can be combined with calcium ions to form insoluble aggregates that can fill the pore structure of mortar. Mortar with 4% by weight DNA maintained the lowest porosity, which effectively enhanced the chloride diffusion resistance.
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      Effect of Deoxyribonucleic Acid on the Chloride Diffusion Behavior of Cement Mortar

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299263
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    contributor authorJinghui Zhang
    contributor authorXiaodan Tang
    contributor authorWeizhun Jin
    contributor authorZhipeng Bai
    contributor authorGuohui Yang
    contributor authorFangfang Zhi
    contributor authorLinhua Jiang
    date accessioned2024-12-24T10:37:30Z
    date available2024-12-24T10:37:30Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17643.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299263
    description abstractCorrosion of reinforcement bar caused by chloride ions diffusion is a crucial durability problem for concrete structures. Deoxyribonucleic acid (DNA) is a new type of corrosion inhibitor. Previous research has concentrated primarily on the influence of DNA on the corrosion of reinforcement bar caused by chloride salts in simulated concrete pore solution and cement-based materials, with scant attention to the chloride diffusion behavior of cement-based materials with DNA. In this work, the chloride diffusion behavior of cement-based materials with DNA was studied using chloride binding isotherm, chloride rapid migration (RCM), and natural diffusion tests. The composition, content, and morphology of the hydration products and pore structure were monitored using X-ray diffraction (XRD), thermogravimetry (TG), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP) tests. The results show that DNA can improve the chloride-binding capacity and enhance the chloride diffusion resistance in cement-based materials. The lowest chloride migration coefficient and chloride diffusion coefficient were found in cement mortar with 4% by weight DNA, which were 45.58% and 42.36% lower than those of the reference group, respectively. DNA can stimulate the cement hydration reaction to produce more C-S-H gels and can increase the Ca/Si ratio of C-S-H. This is conducive to physical chloride adsorption. DNA can be combined with calcium ions to form insoluble aggregates that can fill the pore structure of mortar. Mortar with 4% by weight DNA maintained the lowest porosity, which effectively enhanced the chloride diffusion resistance.
    publisherAmerican Society of Civil Engineers
    titleEffect of Deoxyribonucleic Acid on the Chloride Diffusion Behavior of Cement Mortar
    typeJournal Article
    journal volume36
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17643
    journal fristpage04024197-1
    journal lastpage04024197-13
    page13
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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