2019
DOI: 10.1177/1550147719889590
|View full text |Cite
|
Sign up to set email alerts
|

Experimental study of grout defect identification in precast column based on wavelet packet analysis

Abstract: Grout defects always exist in sleeves of precast structures, but studies on grout defect identification are rarely performed. This article proposes a combination method of dynamic excitation technique and wavelet packet analysis for sleeve defect identification in the precast structure. Hammer excitation on a 1/2-scaled two-floor precast concrete frame structure with column rebar splicing by grout sleeves is conducted to collect column acceleration responses. Moreover, the corresponding energy spectrum is obta… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
7
0

Year Published

2020
2020
2025
2025

Publication Types

Select...
9

Relationship

1
8

Authors

Journals

citations
Cited by 11 publications
(7 citation statements)
references
References 22 publications
0
7
0
Order By: Relevance
“…Symlets function is usually denoted as symN (N = 2, 3,..., 8). Since the symN wavelet function has a strong localization capability in the time and frequency domains in the processing of digital signals [ 36 , 37 ], the sym8 wavelet function was chosen for the processing of acoustic emission signals in this experiment.…”
Section: Basic Analysis Methodsmentioning
confidence: 99%
“…Symlets function is usually denoted as symN (N = 2, 3,..., 8). Since the symN wavelet function has a strong localization capability in the time and frequency domains in the processing of digital signals [ 36 , 37 ], the sym8 wavelet function was chosen for the processing of acoustic emission signals in this experiment.…”
Section: Basic Analysis Methodsmentioning
confidence: 99%
“…When installing a frame column at a construction site, the reserved steel bar between the frame column and the floor may be uncompacted during the connection, resulting in delamination defects, which in turn affect the overall safety performance of the building [1,2]. Among the non-destructive testing techniques commonly used to evaluate the structural conditions of concrete, the impact-echo (IE) method is an effective method for detecting the internal working conditions of the concrete, the thickness of the steel protective layer, the thickness of the slab, and the bonding conditions of the lower interface.…”
Section: Introductionmentioning
confidence: 99%
“…Accurate extraction and selecting damage-sensitive features are prerequisites for effective monitoring methods [23]. Researchers have achieved promising results for grouted sleeve detection of single defects (without considering the time dimension) by using single conventional features, such as time of flight [24], amplitude [15,16,25], and energy decay [22,26]. However, the existing researchers have mainly focused on grouted sleeves with a single defect type and have not considered multiple defect types simultaneously.…”
Section: Introductionmentioning
confidence: 99%