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混凝土不同形态裂纹对声发射波传播特性影响

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混凝土中裂纹的尺寸与形态参数对损伤声发射信号传播存在不可忽视的影响,为研究不同形态裂纹对声发射波传播特性的影响,进而研究不同形态裂纹存在对损伤信号的定位修正模型;试验基于不同形态裂纹的混凝土试件声发射试验的基础上,研究裂纹角度、裂纹距声发射源距离、裂纹数量和裂纹深度对声发射波传播特性的影响规律.研究表明:不同形态裂纹对声发射信号传播的损伤程度不同,裂纹距声发射源距离和裂纹角度对声发射信号的损伤较大,最大损伤达到 66.44%和 48.43%;裂纹数量和裂纹深度对其的损伤相对较小,最大损伤达到 38.00%和 24.71%;基于不同形态裂纹影响规律,建立了考虑不同形态裂纹影响的修正波速关系模型,与传统时差定位方法相比,基于不同裂纹形态的修正波速定位方法对声发射源的定位更精确.
Influence of cracks in different forms of concrete on the propagation characteristics of acoustic emission waves
Influence of crack size and shape parameters on acoustic emission signal propagation in concrete,to study the influence of different cracks on acoustic emission wave propagation characteristics,further study on the location correction model of damage signals with different crack shapes.Acoustic emission test of concrete specimen based on different shape cracks.The effects of crack angle,crack distance from acoustic emission source,crack number and crack depth on acoustic emission wave propagation characteristics are studied.Research shows that damage degree of acoustic emission signal propagation by different cracks,the distance of the crack from the acoustic emission source and the angle of crack have great damage to acoustic emission signal,and the maximum damage is 66.44%and 48.43%,the damage of crack number and crack depth is relatively small,and the maximum damage is 38.00%and 24.71%;Based on the influence law of different morphological cracks,the modified wave velocity relationship model considering the influence of different morphological cracks is established,compared with the traditional time difference positioning method,the modified wave velocity positioning method based on different crack shapes is more accurate for acoustic emission source positioning.

concreteacoustic emissionwave velocitycrack morphologycorrection of wave velocitytime of arrival location

虞爱平、钟展明、丁俊业、张露、陈宣东

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桂林理工大学 土木与建筑工程学院,广西 桂林 541004

广西建筑新能源与节能重点实验室,广西 桂林 541004

混凝土 声发射 波速 裂纹形态 修正波速 时差定位法

国家自然科学基金广西自然科学基金

519680142022GXNSFAA035553

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(5)