Interfacial shear transfer of RC beams strengthened by bonded composite plates |
| |
| Affiliation: | 1. Department of Cardiology, Sun Yat-sen Memorial Hospital of Sun Yat-sen University, Guangzhou 510120, China;2. Guangdong Province Key Laboratory of Arrhythmia and Electrophysiology, Guangzhou 510120, China;3. Division of Cardiac Surgery, The First Affiliated Hospital, Sun Yat-sen University, Guangzhou 510080, China;4. The Key Laboratory of Assisted Circulation, Ministry of Health, China;5. Guangdong Province Engineering Laboratory for Diagnosis and Treatment of Vascular Diseases, China;6. Department of Preventive Medicine, Columbia University, New York, USA;1. Key Laboratory for Ecological Metallurgy of Multimetallic Mineral (Ministry of Education), Northeastern University, Shenyang 110819, Liaoning, PR China;2. School of Metallurgy, Northeastern University, Shenyang 110819, PR China;3. Zhaojin Group Co., Ltd, Zhaoyuan 265400, PR China;4. Donghua University, Shanghai, PR China;5. Biofilm Centre Aquatische Biotechnologie, Universität Duisburg-Essen, Duisburg, Germany;6. Mining Academy and Technical University Freiberg, Freiberg, Germany |
| |
| Abstract: | In this paper an analytical method is proposed to predict the distributions of interfacial shear stress in concrete beams strengthened by composite plates. Non-linear behaviour of concrete under compression is considered in the analysis. The solutions show significant shear stress concentration near the cut-off end of plates. A parametrical study is carried out to show the effects of some design variables, e.g., thickness of adhesive layer, material properties and the distance from support to cut-off end of bonded plates. |
| |
| Keywords: | |
| 本文献已被 ScienceDirect 等数据库收录！ |
|
