A new and effective method is described to design composites to repair
damage or enhance the overload strength of concrete infrastructures.
The method is based on laminate analogy which is derivable from compos
ite mechanics and available in computer codes. It is used to simulate
structural sections made from reinforced concrete which are typical in
infrastructures as well as select reinforced concrete structures. The
structural sections are represented by a number of layers through the
thickness where different layers are used for the concrete, for the r
einforcing steel in concrete, and for the composite. The reinforced co
ncrete structures are represented with finite elements where the eleme
nt stiffness parameters are from the structural sections which are rep
resented by the laminate analogy. The load carrying capability of the
structure is determined by progressive structural fracture. Results sh
ow up to 40 percent improvements for damage and for overload enhanceme
nt with relatively small laminate thickness for the structural section
s and up to three times for the composite enhanced select structures (
arch and dome).