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砂浆强度等级对声发射信号参数特性影响

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利用声发射技术对不同强度等级砂浆试件进行断铅试验,探究不同强度等级对砂浆材料声发射检测波速以、时间参数及定位精度的影响.结果表明:强度等级是影响声发射检测参数的主要因素之一;试验通过水灰比控制砂浆强度等级,砂浆强度等级越高,弹性波波速越大,M10、M15强度等级砂浆试件波速分别比M5强度等级的提高了 5.2%、8.9%,上升时间分别下降了 10.7%、14.6%,且最大上升时间都在150 µs内;该强度等级砂浆峰值定义时间(PDT)、撞击定义时间(HDT)以及撞击闭锁时间(HLT)可以分别设置为150 μs、300 µs及400 μs,传感器布置方式与损伤定位精度存在一定联系,试验前需优化布置方式.随着砂浆强度等级提高,声发射幅值信号衰减变化程度越大.
Influence of mortar strength grade on acoustic emission signal parameter characteristics
Acoustic emission technology was used to conduct lead breaking test on mortar of different strength levels speciments.The influence of different strength levels on positioning accuracy,sound velocity calibration and time parameter setting of mortar detected by acoustic emission was investigated.The results show that intensity level is one of the main factors affecting acoustic emission detection parameters.The strength grade of mortar is controlled by water cement ratio in the test.The higher the strength grade of mortar,the greater the elastic wave velocity.The wave velocity of M10 and M15 mortar specimens increased by 5.2%and 8.9%respectively compared with M5,and the rise time decreased by 10.7%and 14.6%respectively,and the maximum rise time was within 150 µs.Peak Definition Time(PDT),Hit Definition Time(HDT)and Hit Lockout Time(HLT)can be set to 150 μs,300 µs and 400 µs respectively.There is a certain relationship between the sensor layout and the damage location accuracy,and it needs to be optimized before the test.With the increase of mortar strength grade,the attenuation of acoustic emission amplitude signal increases.

mortarstrengthacoustic emission characteristicswave velocity

虞爱平、丁俊业、李翔昊、钟展明、陈宣东

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广西岩土力学与工程重点实验室,广西桂林 541000

桂林理工大学土木与建筑工程学院,广西桂林 541000

砂浆 强度 声发射特性 波速

国家自然科学基金广西创新驱动发展专项资助项目

51968014桂科AA20302006

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.(4)
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