Comparison of Concrete Detection Results with Different Ultrasonic Excitation Signals

Author:

Wang Zhigang1,Wang Haitao2,Dong Dexiu3,Sheng Jiahui4,Li Qiufeng5,Jiang Lifan6

Affiliation:

1. Nanchang Architecture Science Institute, Nanchang, Jiangxi China

2. The Second construction Co., LTD. China Construction First Group Beijing, China

3. AECC Shenyang Liming Aero-Engine Co., LTD. Shenyang, Liaoning, China

4. Power China Jiangxi electric power engineering limited company, Nanchang, Jiangxi, China

5. Key laboratory of nondestructive testing technology (MOE), Nanchang Hangkong university, Nanchang, Jiangxi, China

6. Nanchang Architecture Science, Institute Nanchang, Jiangxi, China

Publisher

ACM

Reference17 articles.

1. Development and application of nondestructive testing methods for concrete;Zhang X Q;Nondestructive Testing,2017

2. Nondestructive testing techniques and their applications in civil engineering;Shen J H;Nondestructive Testing,2000

3. Development and application of non-destructive testing technology for concrete;Peng Y H;Journal of Dalian Institute of Nationalities,2003

4. Diagnosis of concrete deterioration by nondestructive evaluation;Katsuya HATANAKA;IHI Engineering Review,2004

5. Ultrasonic detection method of concrete crack depth;Shang T P;Nondestructive Testing,2002

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