Research output: Contribution to journal › Journal article
|Journal publication date||2001|
|Journal||Cement & concrete composites|
|Number of pages||7|
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.