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Interfacial shear transfer of RC beams strengthened by bonded composite plates

Research output: Contribution to journalJournal article


<mark>Journal publication date</mark>2001
<mark>Journal</mark>Cement and Concrete Composites
Number of pages7
<mark>Original language</mark>English


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. (C) 2001 Elsevier Science Ltd. All rights reserved.