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    Impact of Sulfuric Acid Attack in Portland Cement Mortar Mixtures with Chitosan Addition

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011::page 04024360-1
    Author:
    Jéssica Caroline Zanette Barbieri
    ,
    Márcia Teresinha Veit
    ,
    Carlos Eduardo Tino Balestra
    ,
    Soraya Moreno Palácio
    ,
    Ricardo Schneider
    ,
    Thiago Peixoto de Araújo
    ,
    Paulo Rodrigo Stival Bittencourt
    DOI: 10.1061/JMCEE7.MTENG-17992
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the impact of chitosan addition on mortar performance during sulfuric acid attack. Twenty-four mortars were prepared using Brazilian portland cements, varying traces, and chitosan dosages ranging from 0% to 3%. Mortar expansion tests were performed to evaluate sulfuric acid attack resistance. Scanning electron microscopy (SEM), Fourier transform infrared spectroscopy (FTIR) were performed to evaluate the morphology, XDR was performed to confirm the FTIR results. Chemical structure and bending (3 points) and compressive tests were conducted to evaluate mechanical properties. The study demonstrated that mechanical properties as well the sulfuric acid-attack resistance are sensitive to the biopolymer incorporation, with noticeable effects even at low concentrations, 1% chitosan improves bending strength for CP V-ARI and CP V-ARI-RS in trace A, but decreases it for all cements in trace B, an outcome reflected in SEM images. FTIR results reveal lower levels of gypsum and ettringite formation in mortars with added biopolymer, except for CP V-ARI-RS. Tests on mortar expansion demonstrate that chitosan enhances sulfuric acid attack resistance by reducing mortar expansion by up to 60%. The degradation of cement-based materials due to sulfuric acid-attack is a significant issue, as it leads to the formation of expansive products that progressively weaken concrete structures and increase its vulnerability to penetration by other substances. This research aims to investigate the impact of incorporating chitosan, a biopolymer, into mortar prisms in terms of sulfuric acid resistance. The study examines changes in mechanical properties, alterations in material structure, and the performance of mortars with and without chitosan when exposed to sulfuric acid attack. Findings indicate that both mechanical properties and resistance against sulfuric acid deterioration are influenced by the addition of biopolymer and chitosan enhances protection from sulfuric acid attack by reducing mortar expansion. This research has application on concrete structures subject to sulfate attacks present on soil and water. So, reservoirs, sewage treatment plants and pipes are some of the practical applications of this study.
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      Impact of Sulfuric Acid Attack in Portland Cement Mortar Mixtures with Chitosan Addition

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    contributor authorJéssica Caroline Zanette Barbieri
    contributor authorMárcia Teresinha Veit
    contributor authorCarlos Eduardo Tino Balestra
    contributor authorSoraya Moreno Palácio
    contributor authorRicardo Schneider
    contributor authorThiago Peixoto de Araújo
    contributor authorPaulo Rodrigo Stival Bittencourt
    date accessioned2024-12-24T10:40:04Z
    date available2024-12-24T10:40:04Z
    date copyright11/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17992.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299335
    description abstractThis paper investigates the impact of chitosan addition on mortar performance during sulfuric acid attack. Twenty-four mortars were prepared using Brazilian portland cements, varying traces, and chitosan dosages ranging from 0% to 3%. Mortar expansion tests were performed to evaluate sulfuric acid attack resistance. Scanning electron microscopy (SEM), Fourier transform infrared spectroscopy (FTIR) were performed to evaluate the morphology, XDR was performed to confirm the FTIR results. Chemical structure and bending (3 points) and compressive tests were conducted to evaluate mechanical properties. The study demonstrated that mechanical properties as well the sulfuric acid-attack resistance are sensitive to the biopolymer incorporation, with noticeable effects even at low concentrations, 1% chitosan improves bending strength for CP V-ARI and CP V-ARI-RS in trace A, but decreases it for all cements in trace B, an outcome reflected in SEM images. FTIR results reveal lower levels of gypsum and ettringite formation in mortars with added biopolymer, except for CP V-ARI-RS. Tests on mortar expansion demonstrate that chitosan enhances sulfuric acid attack resistance by reducing mortar expansion by up to 60%. The degradation of cement-based materials due to sulfuric acid-attack is a significant issue, as it leads to the formation of expansive products that progressively weaken concrete structures and increase its vulnerability to penetration by other substances. This research aims to investigate the impact of incorporating chitosan, a biopolymer, into mortar prisms in terms of sulfuric acid resistance. The study examines changes in mechanical properties, alterations in material structure, and the performance of mortars with and without chitosan when exposed to sulfuric acid attack. Findings indicate that both mechanical properties and resistance against sulfuric acid deterioration are influenced by the addition of biopolymer and chitosan enhances protection from sulfuric acid attack by reducing mortar expansion. This research has application on concrete structures subject to sulfate attacks present on soil and water. So, reservoirs, sewage treatment plants and pipes are some of the practical applications of this study.
    publisherAmerican Society of Civil Engineers
    titleImpact of Sulfuric Acid Attack in Portland Cement Mortar Mixtures with Chitosan Addition
    typeJournal Article
    journal volume36
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17992
    journal fristpage04024360-1
    journal lastpage04024360-11
    page11
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011
    contenttypeFulltext
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