Title :
Ultrasonic detection method of freeze-thaw damage thickness of concrete
Author :
Feng, Zhang ; Shucai, Li ; Xiangfeng, Xu
Author_Institution :
Sch. of Civil & Hydraulic Eng., Shandong Univ., Jinan, China
Abstract :
The freeze-thaw damage thickness of concrete is very important to assess the damage of structures. Such research at present is relatively small. For quantitative analysis of freeze-thaw damage thickness of concrete structure, this paper conducted a quick freezing method, entraining concrete test beam is immerged with 3.5% NaCl salt solution to freeze test. Based on ultrasonic detection methods, non-metallic ultrasonic instrument was used to detect concrete test blocks after 300 freeze-thaw cycles using multi-level measurement methods. Four test blocks were tested, each test block was tested 3 times. The formula of derivation of stress wave in the structures. The test data was analyzed and the damage thickness of concrete was achieved. The results show that: The damage thickness of concrete test blocks after 300 times freeze-thaw cycles and this value is less than the protective layer of steels.
Keywords :
beams (structures); concrete; stress analysis; structural engineering; concrete structure; concrete test beam; freeze-thaw damage thickness; multilevel measurement method; nonmetallic ultrasonic instrument; quantitative analysis; stress wave; structural damage assessment; ultrasonic detection method; Concrete; Electrical resistance measurement; Nondestructive testing; Protection; Steel; Stress; Surface waves; Ultrasonic variables measurement; Velocity measurement; Vibration measurement; Concrete; Freeze-thaw damage thickness; damage; protective layer of steels; ultrasonic detection;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-7737-1
DOI :
10.1109/MACE.2010.5536073