Corrosion-resistant, electromagnetic transparent and lightweight fiber-reinforced polymers (FRPs) are accepted as valid alternatives to steel in concrete reinforcement. Reinforced Concrete with FRP Bars: Mechanics and Design, a technical guide based on the authors’ more than 30 years of collective experience, provides principles, algorithms, and practical examples.
Corrosion-resistant, electromagnetic transparent and lightweight fiber-reinforced polymers (FRPs) are accepted as valid alternatives to steel in concrete reinforcement. Reinforced Concrete with FRP Bars: Mechanics and Design, a technical guide based on the authors’ more than 30 years of collective experience, provides principles, algorithms, and practical examples.
Well-illustrated with case studies on flexural and column-type members, the book covers internal, non-prestressed FRP reinforcement. It assumes some familiarity with reinforced concrete, and excludes prestressing and near-surface mounted reinforcement applications. The text discusses FRP materials properties, and addresses testing and quality control, durability, and serviceability. It provides a historical overview, and emphasizes the ACI technical literature along with other research worldwide.
Includes an explanation of the key physical mechanical properties of FRP bars and their production methods
Provides algorithms that govern design and detailing, including a new formulation for the use of FRP bars in columns
Offers a justification for the development of strength reduction factors based on reliability considerations
Uses a two –story building solved in Mathcad® that can become a template for real projects
This book is mainly intended for practitioners and focuses on the fundamentals of performance and design of concrete members with FRP reinforcement and reinforcement detailing. Graduate students and researchers can use it as a valuable resource.
Antonio Nanni is a professor at the University of Miami and the University of Naples Federico II. Antonio De Luca and Hany Zadeh are consultant design engineers.
PART I
Materials and test methods
Introduction
Background
FRP reinforcement
FRP reinforced concrete
Acceptance by building officials
Applications
References
Material properties
Introduction
FRP bar
Constituent materials: Fibers and resin matrices
Manufacturing by pultrusion
References
FRP bar properties
Physical and mechanical properties of FRP bars
Test methods
Product certification and quality assurance
Performance of FRP RC under fire conditions
References
PART II
Analysis and design
Flexural members
Notation
Introduction
Structural analysis
Initial member proportioning
FRP design properties
Bending moment capacity
Strength-reduction factors for flexure
Anchorage and development length
Special considerations
Serviceability
Shear capacity
Temperature and shrinkage reinforcement
Safety fire checks for bending moment capacity
References
Members subjected to combined axial load and bending moment
Notation
Introduction
FRP bars as compression reinforcement
Overall design limitations for FRP RC columns
Reinforced concrete columns subjected to axial load
Design recommendations for FRP RC columns
Bending moment and axial force
Strength-reduction factor for combined bending moment and axial force
Columns subjected to axial load and biaxial bending
Shear strength, Vn
References
PART III
Design examples
Design of a one-way slab
Introduction
Design summary
Step 1—Define slab geometry and concrete properties
Step 2—Compute the factored loads
Step 3—Compute bending moments and shear forces
Step 4—Design FRP primary reinforcement
Step 5—Check creep-rupture stress
Step 6—Check crack width
Step 7—Check maximum midspan deflection
Step 8—Check shear capacity
Step 9—Design the FRP reinforcement for shrinkage and temperature
Step 10—Fire safety check for flexural strength per Nigro et al
References
Design of a T-beam
Introduction
Design summary
Step 1—Define beam geometry and concrete properties
Step 2 —Compute factored loads
Step 3 —Compute bending moments and shear forces
Step 4—Design FRP primary reinforcement for bending moment capacity
Step 5—Check creep-rupture stress
Step 6 —Check crack width
Step 7—Check maximum midspan deflection
Step 8—Design FRP reinforcement for shear capacity
Step 9—Compute FRP contribution to torsional strength
References
Design of a two-way slab
Introduction
Design summary
Step 1—Define slab geometry and concrete properties
Step 2—Compute the factored loads
Step 3—Compute bending moments and shear forces
Step 4—Design FRP reinforcement for bending moment capacity
Step 5—Check creep-rupture stress
Step 6—Check crack width
Step 7—Check deflections
Step 8—Check for punching shear (no perimeter beams)
Reference
Design of a column
Introduction
Design summary
Step 1—Define column geometry and concrete properties
Step 2—Compute ultimate loads
Step 3—Design longitudinal FRP reinforcement
Step 4—Design FRP shear reinforcement
Step 5—Check creep-rupture stress
Design of square footing for a single column
Introduction
Design summary
Step 1—Define concrete properties
Step 2—Compute service axial loads and bending moments
Step 3—Preliminary analysis
Step 4—Design FRP reinforcement for bending moment capacity
Step 5—Check creep-rupture stress
Step 6—Check crack width
Step 7—Recheck shear strength
Reference
Index