Research on shear stress analysis method of carbon fiber reinforced composite CFRP-steel interface
This article designs and develops a small double shear CFRP-steel composite structure specimen, and establishes a new expression for the relationship between specimen measurement strain, interface shear strain, and shear stress. Compared with traditional methods, the calculation method considers the small deformation of the steel plate during the stress process, which makes the designed specimen size smaller and more suitable for engineering testing applications.
Authors
- Peitao Qiu (ORCID: https://orcid.org/0000-0001-9166-8126)
- Peng Wu (ORCID: https://orcid.org/0000-0002-4905-3483)
- Xiaoxi Bi
- Bing Li (ORCID: https://orcid.org/0000-0003-2108-1383)
- Zhong Zhao (ORCID: https://orcid.org/0000-0003-2449-4677)
- Yan Li (ORCID: https://orcid.org/0000-0001-7993-1294)
Institutions
- Xuzhou University of Technology (CN)
- China University of Mining and Technology (CN)
Publication Details
- Journal
- Thermal Science
- Published
- 2025-01-01
- DOI
- https://doi.org/10.2298/tsci2502477z
- Primary Topic
- Structural Behavior of Reinforced Concrete
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China
- Government of Jiangsu Province
- Natural Science Foundation of Jiangsu Province