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    Optimization Design and Performance Characterization of Low-Carbon Cement-Based Fire-Resistive Coatings for Steel Structures

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007::page 04025183-1
    Author:
    Xiaomeng Ma
    ,
    Li Xu
    ,
    Jingming Cai
    ,
    Zhuoyang Zhang
    ,
    Bin Li
    ,
    Jinlong Pan
    DOI: 10.1061/JMCEE7.MTENG-19226
    Publisher: American Society of Civil Engineers
    Abstract: With the increasing global concern for environmental protection, the demand for low-carbon fire-resistive coatings is also growing. However, the traditional cement-based fire-resistive coatings generally contain a large amount of cement and exhibit shortcomings including high self-weight, low compressive strength, poor toughness, and poor heat resistance, which compromises their ability to delay the temperature rise and prevent structural failure effectively. Based on the Box-Benhken design, this study optimized the reasonable dosage of multiple low-carbon fire-resistive fillers, to improve the utilization ratio of solid waste and realize the favorable fire-resistance and high toughness. Additionally, thermodynamic simulations and microscopic analyses were conducted to understand both the thermal insulation and heat resistance mechanisms. The results showed that the dry density, thermal conductivity, and equilibrium temperature of designed low-carbon cement-based fire-resistive coating is 28.9%, 18.2%, and 8.05% lower than that of commercial fire-resistive coating (type CDGT-1), respectively. In addition, the compressive strength is 103.24% higher than the CDGT-1 coating and the residual compressive strength after 1,000°C is even 10 times higher. The solid-state processes that produced thermally stable anorthite and albite were the cause of the enhanced high-temperature resistance. Furthermore, the inclusion of titanium slag, fly ash cenosphere, and glass bubble increased the proportion of small pores, reduced the average pore size, and consequently raised the tortuosity and resistance of the heat transfer path. In terms of toughness, adding fly ash and polypropylene (PP) fibers facilitated the formation of a network structure and multiple ways for energy dissipation. The toughness index I5 and I10 of the prepared coating approximately meets the standards for elastoplastic materials, while the commercial coating is brittle. The resulting coating provides a low-cost and environmental protection design method for fire-resistive coatings for steel structures.
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      Optimization Design and Performance Characterization of Low-Carbon Cement-Based Fire-Resistive Coatings for Steel Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307650
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    contributor authorXiaomeng Ma
    contributor authorLi Xu
    contributor authorJingming Cai
    contributor authorZhuoyang Zhang
    contributor authorBin Li
    contributor authorJinlong Pan
    date accessioned2025-08-17T22:55:37Z
    date available2025-08-17T22:55:37Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19226.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307650
    description abstractWith the increasing global concern for environmental protection, the demand for low-carbon fire-resistive coatings is also growing. However, the traditional cement-based fire-resistive coatings generally contain a large amount of cement and exhibit shortcomings including high self-weight, low compressive strength, poor toughness, and poor heat resistance, which compromises their ability to delay the temperature rise and prevent structural failure effectively. Based on the Box-Benhken design, this study optimized the reasonable dosage of multiple low-carbon fire-resistive fillers, to improve the utilization ratio of solid waste and realize the favorable fire-resistance and high toughness. Additionally, thermodynamic simulations and microscopic analyses were conducted to understand both the thermal insulation and heat resistance mechanisms. The results showed that the dry density, thermal conductivity, and equilibrium temperature of designed low-carbon cement-based fire-resistive coating is 28.9%, 18.2%, and 8.05% lower than that of commercial fire-resistive coating (type CDGT-1), respectively. In addition, the compressive strength is 103.24% higher than the CDGT-1 coating and the residual compressive strength after 1,000°C is even 10 times higher. The solid-state processes that produced thermally stable anorthite and albite were the cause of the enhanced high-temperature resistance. Furthermore, the inclusion of titanium slag, fly ash cenosphere, and glass bubble increased the proportion of small pores, reduced the average pore size, and consequently raised the tortuosity and resistance of the heat transfer path. In terms of toughness, adding fly ash and polypropylene (PP) fibers facilitated the formation of a network structure and multiple ways for energy dissipation. The toughness index I5 and I10 of the prepared coating approximately meets the standards for elastoplastic materials, while the commercial coating is brittle. The resulting coating provides a low-cost and environmental protection design method for fire-resistive coatings for steel structures.
    publisherAmerican Society of Civil Engineers
    titleOptimization Design and Performance Characterization of Low-Carbon Cement-Based Fire-Resistive Coatings for Steel Structures
    typeJournal Article
    journal volume37
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19226
    journal fristpage04025183-1
    journal lastpage04025183-18
    page18
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
    contenttypeFulltext
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