Numerical Simulation and Experimental Verification of Quality Detection of Grouting in Pre-Stressed Pipelines Based on Transmission Wave Method-Reference-Cited by-同舟云学术

Numerical Simulation and Experimental Verification of Quality Detection of Grouting in Pre-Stressed Pipelines Based on Transmission Wave Method

Published:2024-04-28 Issue:9 Volume:14 Page:3773
ISSN:2076-3417
Container-title:Applied Sciences
language:en
Short-container-title:Applied Sciences

Author:

Wang Qingshan¹^ORCID,Luo Yun²,Liu Yang¹³,Song Minghao⁴,Liu Heng⁴,Liu Xiaoge⁴

Affiliation:

1. China Construction Seventh Engineering Division Co., Ltd., Zhengzhou 450000, China

2. Yunnan Jiaohang Engineering Technology Co., Ltd., Anning 650300, China

3. China Construction Seventh Engineering Division (Shanghai) Co., Ltd., Shanghai 200001, China

4. School of Water Conservancy and Transportation, Zhengzhou University, 100 Kexue Avenue, Zhengzhou 450001, China

Abstract

The quality of grouting in pre-stressed pipelines plays a critical role in ensuring the safety and durability of pre-stressed concrete bridges. In this study, the transmission wave method was proposed as a means to assess the quality of grouting in pre-stressed pipelines. The ABAQUS finite element simulation (FE simulation) method was used to study the propagation of hammer stress waves in pre-stressed pipes. A full-scale test was conducted to verify the numerical simulation using the AGI-BWG instrument system developed to detect the quality of grouting. The results show that the propagation speed of transmitted waves increases and the frequency shifts towards higher frequencies with an increase in void length within pre-stressed pipelines. This research suggests that the propagation velocity of elastic waves in pre-stressed pipelines serves as a key indicator of grouting quality. The transmission wave method, based on hammer signals, proves to be an effective tool for detecting the quality of grouting in pre-stressed pipelines.

Publisher

MDPI AG

Link

https://www.mdpi.com/2076-3417/14/9/3773/pdf

Reference17 articles.

1. Nondestructive test methods for concrete bridges: A review;Rehman;Constr. Build. Mater.,2016

2. Ultrasonic tomography of grouted duct post-tensioned reinforced concrete bridge beams;Martin;NDT E Int.,2001

3. Conner, J.M., Pollock, D.G., and Khaleghi, B. (2006, January 7–10). Detection of Simulated Voids in Grouted Ducts using Groundpenetrating Radar//HPC: Build Fast, Build to Last. Proceedings of the 2006 Concrete Bridge Conference, Reno, NV, USA.

4. Impact echo scanning for imaging of grout defects to mitigate corrosion in post-tensioned bridge ducts;Olson;Struct. Health Monit. Intell. Infrastruct.,2006

5. Brachelet, F., Du, T., Defer, D., and Antczak, E. (July, January 30). Detection of Poor Filling in Pre-Stressed Beams Specimen by Inductive Thermography and Transfer Function Analysis. Proceedings of the 7th International Symposium on Non-destructive Testing in Civil Engineering, Nantes, France.