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    Effect of Different Cooling Methods on Mechanical Properties of Brick Aggregate Reed Straw Concrete after Exposure to High Temperature

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006::page 04025155-1
    Author:
    Yuanyuan Zhao
    ,
    Mengyu Liu
    ,
    Xuanteng Lu
    ,
    Shiqi Sun
    ,
    Yu Liu
    DOI: 10.1061/JMCEE7.MTENG-18384
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the mechanical properties of concrete containing recycled brick aggregate with reed straw (RS) were investigated after exposure to high temperatures. The concrete was heated to 300°C, 500°C, 700°C, and 900°C and cooled to room temperature by both natural cooling and water flushing. The compressive strength, split tensile strength, and axial compressive strength of brick aggregate reed straw concrete (BARSC) after the heating-cooling treatment were obtained, and the effects of different cooling methods and RS dosage on the mechanical properties of BARSC after elevated temperatures were analyzed. The results show that compared with natural cooling, the color of the water-cooled sample is darker, and the cracks and shedding are more obvious. The hydration products in BARSC will decompose after being subjected to high temperature, resulting in the structure becoming loose, which seriously affects the mechanical properties of BARSC. Regardless of the cooling method used, the mechanical properties of concrete with different RS content decreased with the increase of heating temperature and decreased with the increase of RS content. The incorporation of RS is beneficial to improve the flexural performance of concrete. Compared with the reference concrete specimen, the flexural strength of RS-4% is increased by 64.7%. From 300°C to 900°C, the difference of compressive strength and axial compressive strength of BARSC-4% treated by the two cooling methods increased from 10.26% to 65.9% and from 5.75% to 68.78%, respectively. Comparing the two cooling methods, the thermal shock induced by water cooling causes more serious damage to BARSC and greater loss of strength. At room temperature, the splitting tensile strength of BARSC-2% is the largest, which is 13% higher than that of the reference sample, and the stress-strain curves tended to flatten out depending on the cooling method and heating temperature.
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      Effect of Different Cooling Methods on Mechanical Properties of Brick Aggregate Reed Straw Concrete after Exposure to High Temperature

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307594
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    contributor authorYuanyuan Zhao
    contributor authorMengyu Liu
    contributor authorXuanteng Lu
    contributor authorShiqi Sun
    contributor authorYu Liu
    date accessioned2025-08-17T22:53:08Z
    date available2025-08-17T22:53:08Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18384.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307594
    description abstractIn this paper, the mechanical properties of concrete containing recycled brick aggregate with reed straw (RS) were investigated after exposure to high temperatures. The concrete was heated to 300°C, 500°C, 700°C, and 900°C and cooled to room temperature by both natural cooling and water flushing. The compressive strength, split tensile strength, and axial compressive strength of brick aggregate reed straw concrete (BARSC) after the heating-cooling treatment were obtained, and the effects of different cooling methods and RS dosage on the mechanical properties of BARSC after elevated temperatures were analyzed. The results show that compared with natural cooling, the color of the water-cooled sample is darker, and the cracks and shedding are more obvious. The hydration products in BARSC will decompose after being subjected to high temperature, resulting in the structure becoming loose, which seriously affects the mechanical properties of BARSC. Regardless of the cooling method used, the mechanical properties of concrete with different RS content decreased with the increase of heating temperature and decreased with the increase of RS content. The incorporation of RS is beneficial to improve the flexural performance of concrete. Compared with the reference concrete specimen, the flexural strength of RS-4% is increased by 64.7%. From 300°C to 900°C, the difference of compressive strength and axial compressive strength of BARSC-4% treated by the two cooling methods increased from 10.26% to 65.9% and from 5.75% to 68.78%, respectively. Comparing the two cooling methods, the thermal shock induced by water cooling causes more serious damage to BARSC and greater loss of strength. At room temperature, the splitting tensile strength of BARSC-2% is the largest, which is 13% higher than that of the reference sample, and the stress-strain curves tended to flatten out depending on the cooling method and heating temperature.
    publisherAmerican Society of Civil Engineers
    titleEffect of Different Cooling Methods on Mechanical Properties of Brick Aggregate Reed Straw Concrete after Exposure to High Temperature
    typeJournal Article
    journal volume37
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18384
    journal fristpage04025155-1
    journal lastpage04025155-15
    page15
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006
    contenttypeFulltext
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