Digital Imagine Correlation (DIC) Method for Detecting Crack Development in Construction Materials Subject to loading
The digital image correlation (DIC) technique is developed for identifying the crack development in brick wall and reinforced concrete beam.This method is tested on brick wall and reinforce concrete beam to evaluate the observation with various strain quantities and mesh sizes.The analysis results reveal that using the von Mises strain field will lead to fine precision of crack observation,and that clearer imagines can be obtained with smaller mesh sizes.This technique is capable of judging crack loading to predict crack occurrences.
Imagine process Non-Homogeneous material displacement field Strain distribution
Wen-Pei Sung Ming-Hsiang Shih Yu-Kuang Zhao
Integrated Research Center for Green Living Technologies, National Chin-Yi University of Technology, Department of Civil Engineering, National Chi Nan University, Nan-Tou 545, Taiwan
国际会议
重庆
英文
2524-2528
2010-12-11(万方平台首次上网日期,不代表论文的发表时间)