This paper presents a quantitative economic analysis and a qualitative constructability analysis of three-dimensional fiber-reinforced plastic (FRP) reinforcement cages for concrete beams. Material, labor, and life-cycle costs are provided, and construction practice aspects are discussed. The results of the analyses indicate that prefabricated FRP cages can offer benefits to the construction industry. Although the initial costs of the FRP materials are likely to be higher than those of steel rebar, there is a significant potential for cost savings due to reduced maintenance and labor costs, as a result of the corrosion resistance of the FRP and the increased construction productivity. When direct life-cycle costs are considered, FRP reinforcements already constitute, in many cases, an economically competitive alternative to conventional steel reinforcement in adverse environments. If, in addition, the indirect cost savings as well as quality and safety issues are considered, the FRP reinforcement may be even more competitive.
[1]
Lawrence C. Bank,et al.
Local buckling of pultruded beams — nonlinearity, anisotropy and inhomogeneity
,
1995
.
[2]
Leonhard E. Bernold,et al.
Placement‐Oriented Design and Delivery of Concrete Reinforcement
,
1993
.
[3]
Michael R. Duffey,et al.
A DECISION MAKING MODEL FOR EVALUATION OF THE USE OF COMPOSITE MATERIALS IN BRIDGE REPAIR APPLICATIONS
,
1996
.
[4]
L. Bank,et al.
Mass and volume fraction properties of pultruded glass fibre-reinforced composites
,
1995
.
[5]
Leonhard E. Bernold.
Process Driven Automated Rebar Bending
,
1991
.
[6]
Hanns U. Baumann.
Performance of prefabricated high strength welded wire grids in ductile concrete shear wall boundary elements
,
1993
.
[7]
Henry Malcolm Steiner,et al.
Engineering Economic Principles
,
1993
.