Problems of Architecture and Construction


The article presents the results of experimental studies of the mechanism of force transmission through cracks in reinforced concrete elements strengthened with external reinforcement from carbon-fiber materials. New results to assess the ultimate shear resistance and stiffness of sections of reinforced concrete elements with cracks are described.

First Page


Last Page



References: 1. Ashrabov A.A. On the study of contact interactions in cracks of reinforced concrete elements., Moscow, 2009, 89-94 p. 2. Ashrabov А. А. Simulation of properties and processes of concrete and reinforced concrete destruction. Tashkent, “Fan:, 1988, 147 p. 3. Ashrabov А. А., Ishankhajayev А.А., Raupov Ch.S. About transfer of stresses in cracks of the reinforced concrete elements strengthened by polymeric fibrous materials. Journal of Architectural Sciences of Uzbekistan “Issues of Mechanics”, Tashkent, №5, “Fan”, 2007, p. 7-11. 4. Ashrabov A. A., Jayaprakash J.. Rehabilitation of Precracked RC Push-off Specimens with CFRP Fabrics. First International Conference on Advances in Bridge Engineering, Brunel University, 26th - 28th June 2008, West London, UK, рр. 309 – 312. 5. Millard S. G., Johnson R. P. Shear Transfer Across Cracks in Reinforced Concrete due to Aggregate Interlock and Dowel Action. Mag. Conc. Res. 36, No. 126, Mar., 1984, рр. 9 – 21.

Included in

Engineering Commons