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Nov 30, 2023

Study on Defects Detection for Grouted Sleeve Connector of Prefabricated Building with Impact Echo Method

ABSTRACT

The stressed reinforcement in prefabricated concrete structures is generally connected by grouted sleeve, thus the quality of grouting in the sleeve will directly affect the seismic and mechanical performance of buildings. Since the grouted sleeve is located inside the component, and the defects can only be detected with nondestructive testing techniques. Although the prefabricated concrete structure is being popularized and applied, there is still a lack of effective nondestructive testing technology. It is particularly urgent to develop effective nondestructive testing methods to detect the grouting defects in steel sleeve. In this paper, the feasibility of impact echo method in detecting the defects of grouted sleeve is studied. High order finite element numerical simulations are carried out and waveform signals are analysed with maximum entropy method (MEM) method. Three types of grouting defect models are studied to compare with the one without defects. And the results demonstrated the feasibility and limitation of the impact echo method.

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REFERENCES

Xu, B., Luan, L., Chen, H. and Wang, H. (2020). Local wave propagation analysis in concrete-filled steel tube with spectral element method using absorbing layers–Part I: Approach and validation. Mechanical Systems and Signal Processing, 140, 106644.
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Go to ICCREM 2023
ICCREM 2023
Pages: 1165 - 1170

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Published online: Nov 30, 2023

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Lecturer, College of Post and Telecommunication of WIT, Wuhan, China. Email: [email protected]
Professor, College of Post and Telecommunication of WIT, Wuhan, China. Email: [email protected]
Yihong Zhan [email protected]
Lecturer, College of Post and Telecommunication of WIT, Wuhan, China. Email: [email protected]
Jiajun Chong [email protected]
Associate Research Fellow, State Key Laboratory of Geodesy and Earth’s Dynamics, Innovation Academy for Precision Measurement Science and Technology, Wuhan, China (corresponding author). Email: [email protected]

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