Advanced SearchSearch Tips
Flexural Behavior of RC Slabs Strengthened with FRP
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Flexural Behavior of RC Slabs Strengthened with FRP
  PDF(new window)
Recently, the need for strengthening reinforced concrete and prestressed concrete structure is increasing, particularly when there is an increase in load requirements, a change in use, a degradation problem, or some design/construction defects. Therefore, use of composite materials for structural repair presents several advantages and has been investigated all over the world. In this paper, the reinforced concrete slabs with epoxy - bonded AFRP sheed were experimentally investigated. Experimental data on strength. stiffness, material strain, deflection and mode of failure of strengthened slabs were obtained, and comparisons between the different flexural reinforcing schemes and reinforced concrete slabs without AFRP sheets were made It can be concluded that flexural strength of RC slabs strengthened with AFRP has increased, and that ductility of strengthened slabs has decreased.
strengthening;structural repair;AFRP;flexural reinforcing schemes ductility;
 Cited by
Journal of Composites for Constuction, 1997. vol.1. 2, pp.63-70

Non-Metallic(FRP) Reinforcement for Concrete Structures, 1997. vol.1. pp.501-508

The Journal of Structural Engineering, 1993. vol.119. 11, pp.3344-3358

John Wiley & sons.Inc, 0000. pp.13-35

ACI Structural Journal, 1997. vol.94. 4, pp.363-370

Non-Metallic (FRP) Reinforcement for Concrete Structres, 1997. vol.1. pp.933-955