This paper presents a careful theoretical investigation into interfacial stresses in composite aluminum-slab reinforced
concrete beam bonded by a prestressed hybrid carbon-glass composite material. The model is based on equilibrium and
deformations compatibility requirements in and all parts of the strengthened beam, i.e., the aluminum beam, the slab reinforced concrete, the hybrid carbon-glass composite plate and the adhesive layer. The theoretical predictions are compared with other existing solutions. Numerical results from the present analysis are presented both to demonstrate the advantages of the present solution over existing ones and to illustrate the main characteristics of interfacial stress distributions. It is shown that the stresses
at the interface are influenced by the material and geometry parameters of the composite beam. This research is helpful for the understanding on mechanical behaviour of the interface and design of the hybrid structures.
Rabahi Abderezak, Tahar Hassaine Daouadji and Bensatallah Tayeb: Laboratory of Geomatics and Sustainable Development, University of Tiaret, Algeria; Department of Civil Engineering, Ibn Khaldoun University of Tiaret, Algeria
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