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基于超声检测的再生混凝土冻融循环损伤机制研究
Study on freeze-thaw cycle damage mechanism of recycled concrete based on ultrasonic testing
2024年第9期
超声检测;再生混凝土;冻融循环;力学性能;损伤机理
Ultrasonic testing; Recycled concrete; Freeze-thaw cycle; Mechanical property; Damage mechanism
2024年第9期
10.19761/j.1000-4637.2024.09.114.06
国家自然科学基金资助项目(52368051);新疆维吾尔自治区自然科学基金项目(2022D01C685)。
阿力普江·杰如拉1,2,吴 聪1,阿不都塞买提·卡力1,杨 彬3
1.新疆大学 建筑工程学院,新疆 乌鲁木齐 830046;2.新疆建筑结构与抗震重点实验室,新疆 乌鲁木齐 830046;3.同济大学 土木工程学院,上海 200092

阿力普江·杰如拉1,2,吴 聪1,阿不都塞买提·卡力1,杨 彬3

阿力普江·杰如拉,吴聪,阿不都塞买提·卡力,等.基于超声检测的再生混凝土冻融循环损伤机制研究[J].混凝土与水泥制品,2024(9):114-119.

ALIPUJIANG·Jierula, WU Cong, ABUDUSAIMAITI·Kari,et al.Study on freeze-thaw cycle damage mechanism of recycled concrete based on ultrasonic testing[J].China Concrete and Cement Products,2024(9):114-119.

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摘   要:基于超声检测方法,研究了不同冻融循环次数(0、15、30 次)下不同再生粗骨料掺量(0、25%、50%、75%、100%)试件的声速、声时、波形、频率、振幅和力学性能变化,分析了再生混凝土的冻融循环损伤机理。结果表明:随着冻融循环次数和再生粗骨料掺量的增加,试件的抗压强度降低,声时增大,声速基本呈降低趋势,波形图的振幅衰减且波形趋于平缓,频域图的波峰基本呈降低趋势;超声检测参数有效揭示了再生混凝土在冻融循环下的损伤机制,可为再生混凝土的强度和内部缺陷情况评价提供参考。 Abstract: Based on ultrasonic testing method, the changes in sound velocity, sound time, waveform, frequency, amplitude, and mechanical properties of specimens with different recycled coarse aggregate contents (0, 25%, 50%, 75%, 100%) under different freeze-thaw cycles (0, 15, 30) were studied, and the freeze-thaw cycle damage mechanism of recycled concrete was analyzed. The results show that as the number of freeze-thaw cycles and the content of recycled coarse aggregate increase, the compressive strength of the specimen decreases, the sound time increases, and the sound velocity basically shows a decreasing trend. The amplitude of the waveform attenuates and the waveform tends to be flat, while the peak of the frequency domain graph basically shows a decreasing trend. The ultrasonic testing parameters effectively reveal the damage mechanism of recycled concrete under freeze-thaw cycles, which can provide references for the evaluation of the strength and internal defects of recycled concrete.
英文名 : Study on freeze-thaw cycle damage mechanism of recycled concrete based on ultrasonic testing
刊期 : 2024年第9期
关键词 : 超声检测;再生混凝土;冻融循环;力学性能;损伤机理
Key words : Ultrasonic testing; Recycled concrete; Freeze-thaw cycle; Mechanical property; Damage mechanism
刊期 : 2024年第9期
DOI : 10.19761/j.1000-4637.2024.09.114.06
文章编号 :
基金项目 : 国家自然科学基金资助项目(52368051);新疆维吾尔自治区自然科学基金项目(2022D01C685)。
作者 : 阿力普江·杰如拉1,2,吴 聪1,阿不都塞买提·卡力1,杨 彬3
单位 : 1.新疆大学 建筑工程学院,新疆 乌鲁木齐 830046;2.新疆建筑结构与抗震重点实验室,新疆 乌鲁木齐 830046;3.同济大学 土木工程学院,上海 200092

阿力普江·杰如拉1,2,吴 聪1,阿不都塞买提·卡力1,杨 彬3

阿力普江·杰如拉,吴聪,阿不都塞买提·卡力,等.基于超声检测的再生混凝土冻融循环损伤机制研究[J].混凝土与水泥制品,2024(9):114-119.

ALIPUJIANG·Jierula, WU Cong, ABUDUSAIMAITI·Kari,et al.Study on freeze-thaw cycle damage mechanism of recycled concrete based on ultrasonic testing[J].China Concrete and Cement Products,2024(9):114-119.

摘要
参数
结论
参考文献
引用本文

摘   要:基于超声检测方法,研究了不同冻融循环次数(0、15、30 次)下不同再生粗骨料掺量(0、25%、50%、75%、100%)试件的声速、声时、波形、频率、振幅和力学性能变化,分析了再生混凝土的冻融循环损伤机理。结果表明:随着冻融循环次数和再生粗骨料掺量的增加,试件的抗压强度降低,声时增大,声速基本呈降低趋势,波形图的振幅衰减且波形趋于平缓,频域图的波峰基本呈降低趋势;超声检测参数有效揭示了再生混凝土在冻融循环下的损伤机制,可为再生混凝土的强度和内部缺陷情况评价提供参考。

Abstract: Based on ultrasonic testing method, the changes in sound velocity, sound time, waveform, frequency, amplitude, and mechanical properties of specimens with different recycled coarse aggregate contents (0, 25%, 50%, 75%, 100%) under different freeze-thaw cycles (0, 15, 30) were studied, and the freeze-thaw cycle damage mechanism of recycled concrete was analyzed. The results show that as the number of freeze-thaw cycles and the content of recycled coarse aggregate increase, the compressive strength of the specimen decreases, the sound time increases, and the sound velocity basically shows a decreasing trend. The amplitude of the waveform attenuates and the waveform tends to be flat, while the peak of the frequency domain graph basically shows a decreasing trend. The ultrasonic testing parameters effectively reveal the damage mechanism of recycled concrete under freeze-thaw cycles, which can provide references for the evaluation of the strength and internal defects of recycled concrete.

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(1)随着冻融循环次数和再生粗骨料掺量的增加,试件的抗压强度降低,声时增大,声速基本呈降低趋势,波形图的振幅衰减且波形趋于平缓,频域图的波峰基本呈降低趋势。
(2)超声检测冻融循环后再生混凝土强度的机制为:再生粗骨料的掺入导致再生混凝土中的薄弱界面过渡区增多,且冻融循环作用会加剧再生混凝土损伤,使其内部的空洞、裂缝等缺陷增多,超声波在经过这些区域时会发生反射或绕射。因此,可通过超声检测来定性分析再生混凝土在冻融循环作用下的抗压强度衰减机理,并为再生混凝土的性能评估提供参考。

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阿力普江·杰如拉,吴聪,阿不都塞买提·卡力,.基于超声检测的再生混凝土冻融循环损伤机制研究[J].混凝土与水泥制品,2024(9):114-119.

ALIPUJIANG·Jierula, WU Cong, ABUDUSAIMAITI·Kari,et al.Study on freeze-thaw cycle damage mechanism of recycled concrete based on ultrasonic testing[J].China Concrete and Cement Products,2024(9):114-119.

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