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细观尺度下表面波法检测混凝土表面裂缝深度研究

孙林远 黄昊 陈康 甄理 陈改新

水利学报2024,Vol.55Issue(8):942-954,13.
水利学报2024,Vol.55Issue(8):942-954,13.DOI:10.13243/j.cnki.slxb.20240094

细观尺度下表面波法检测混凝土表面裂缝深度研究

Study on detection of concrete surface crack depth using surface wave method at a meso-scale

孙林远 1黄昊 2陈康 2甄理 2陈改新3

作者信息

  • 1. 中国水利水电科学研究院,北京 100038
  • 2. 中国水利水电科学研究院,北京 100038||流域水循环模拟与调控国家重点实验室,北京 100038
  • 3. 中国水利水电科学研究院,北京 100038||流域水循环模拟与调控国家重点实验室,北京 100038||水利部水工程材料重点实验室(筹),北京 100038
  • 折叠

摘要

Abstract

Detecting the depth of concrete surface cracks based on the R-wave cutoff frequency is an effective non-destructive testing method.Currently,the frequency transmission ratio method is commonly used to identify the cutoff frequency;however,this method is greatly affected by the concrete's meso-structure,leading to suboptimal identification results.To enhance the accuracy of cutoff frequency identification,this paper proposes the multi-channel signal phase shift dispersion analysis method.Finite element simulations were conducted to detect the depth of surface cracks in uniform media and concrete meso-models using R-waves.The detection mechanisms and iden-tification effects of the frequency transmission ratio method and the multi-channel signal phase shift dispersion anal-ysis method were compared and studied.Standards for identifying the cutoff frequency were provided,and the effects of aggregate size,porosity,and detection frequency on the multi-channel signal phase shift dispersion anal-ysis method were analyzed.The research results indicate that the multi-channel signal phase shift dispersion analy-sis method has better identification effects and is not affected by the meso-structure and the crack thickness ratio.Changes in aggregate size,content,and elastic modulus basically do not affect the method's effective identification of the cutoff frequency.When the R-wave wavelength is less than the thickness of the component and the porosity does not exceed 4%,the method still exhibits good identification effects.This study can provide a theoretical basis for the quantitative detection of concrete surface crack depth in practical engineering.

关键词

混凝土表面裂缝深度/细观结构/截止频率/频率透射比法/相移法频散分析

Key words

concrete surface crack depth/meso-structure/cutoff frequency/frequency transmission ratio method/dispersion analysis of phase shift method

分类

建筑与水利

引用本文复制引用

孙林远,黄昊,陈康,甄理,陈改新..细观尺度下表面波法检测混凝土表面裂缝深度研究[J].水利学报,2024,55(8):942-954,13.

基金项目

中国水科院基本科研业务费项目(SM0145B042021) (SM0145B042021)

水利学报

OA北大核心CSTPCD

0559-9350

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