Steel and Composite Structures

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Stereo-digital image correlation in the behavior investigation of CFRP-steel composite members

  • Dai, Yun-Tong (Jiangsu Key Laboratory of Engineering Mechanics, Southeast University) ;
  • Wang, Hai-Tao (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University) ;
  • Ge, Tian-Yuan (Jiangsu Key Laboratory of Engineering Mechanics, Southeast University) ;
  • Wu, Gang (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University) ;
  • Wan, Jian-Xiao (School of Civil Engineering, Southeast University) ;
  • Cao, Shuang-Yin (School of Civil Engineering, Southeast University) ;
  • Yang, Fu-Jun (Jiangsu Key Laboratory of Engineering Mechanics, Southeast University) ;
  • He, Xiao-Yuan (Jiangsu Key Laboratory of Engineering Mechanics, Southeast University)
  • Received : 2016.04.21
  • Accepted : 2017.02.25
  • Published : 2017.04.30
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Abstract

The application of carbon fiber reinforced polymer (CFRP) in steel structures primarily includes two categories, i.e., the bond-critical application and the contact-critical application. Debonding failure and buckling failure are the main failure modes for these two applications. Conventional electrometric techniques may not provide precise results because of the limitations associated with single-point contact measurements. A nondestructive full-field measurement technique is a valuable alternative to conventional methods. In this study, the digital image correlation (DIC) technique was adopted to investigate the bond behavior and buckling behavior of CFRP-steel composite members. The CFRP-to-steel bonded joint and the CFRP-strengthened square hollow section (SHS) steel column were tested to verify the suitability of the DIC technique. The stereo-DIC technique was utilized to measure continuous deformation. The bond-slip relationship of the CFRP-to-steel interface was derived using the DIC data. Additionally, a multi-camera DIC system consisting of four stereo-DIC subsystems was proposed and applied to the compressive test of CFRP-strengthened SHS steel column. The precise buckling location and CFRP delamination of the CFRP-strengthened SHS steel column were identified. The experimental results confirm that the stereo-DIC technique can provide effective measurements for investigating the behaviors of CFRP-steel composite members.

Keywords

Acknowledgement

Supported by : National Natural Science Foundation of China, Central Universities

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