Frequency Shift-Based Debonding Localization of Steel Concrete Composite Structures-Reference-Cited by-同舟云学术

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Frequency Shift-Based Debonding Localization of Steel Concrete Composite Structures

Published:2023-11-10 Issue: Volume:245 Page:1-5
ISSN:
Container-title:2023 17th Symposium on Piezoelectricity, Acoustic Waves, and Device Applications (SPAWDA)
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Author:

Li Xiuquan¹,Chen Lin¹,Chalise Gokarna²,Chen Hongbing²,Gan Shiyu³,Kong Qinzhao¹

Affiliation:

1. Tongji University,Department of Disaster Mitigation for Structures,Shanghai,P.R. China,200092

2. Research Institute of Urbanization and Urban Safety, School of Civil and Resource Engineering, University of Science and Technology Beijing,Beijing,P.R. China,100083

3. Tsinghua University,Department of Civil Engineering,Beijing,P.R. China,100084

Funder

Beijing Nova Program

National Natural Science Foundation of China

National Key R&D Program of China

Publisher

IEEE

Link

http://xplorestaging.ieee.org/ielx7/10412238/10412239/10412311.pdf?arnumber=10412311

Reference8 articles.

1. State of the art report on steel–concrete composite columns

2. Quantitative evaluation of debond in concrete-filled steel tubular member (CFSTM) using piezoceramic transducers and ultrasonic head wave amplitude

3. Numerical analysis of the axially loaded concrete filled steel tube columns with debonding separation at the steel-concrete interface

4. Interfacial imperfection detection for steel-concrete composite structures using NDT techniques: A state-of-the-art review, Eng;Chen;Struct

5. Ultrasonic transducers for high temperature applications

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