Recommended Practice for Fiber-Reinforced Polymer Products for Overhead Utility Line Structures, Second Edition.
| Main Author: | |
|---|---|
| Corporate Authors: | , |
| Format: | eBook |
| Language: | English |
| Published: |
Reston :
American Society of Civil Engineers,
2019.
|
| Edition: | 2nd ed. |
| Series: | Manuals and Reports on Engineering Practice Ser.
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| Subjects: | |
| Online Access: | Connect to the full text of this electronic book |
Table of Contents:
- Mop_104 _online.pdf
- MANUALS AND REPORTS ON ENGINEERING PRACTICE
- CONTENTS
- PREFACE
- 1. STRUCTURES AND APPLICATIONS
- 1.1 Introduction
- 1.2 When to Use FRP Composite Components
- 1.2.1 Where Traditional Materials Do Not Last as Long as They Should
- 1.2.2 Where Structure Installation Cost Is Higher Than Average
- 1.2.3 Where High-Performance Solutions Are Required
- 1.3 Structure Configurations
- 1.3.1 Cantilevered Structures
- 1.3.2 Framed Structures
- 1.3.3 Guyed Structures
- 1.3.4 Combined Structures
- 1.4 Applications
- 1.4.1 Transmission and Distribution Structures
- 1.4.2 Substation Structures
- 1.4.3 Lighting Supports, Highway Signs, and Traffic Signal Structures
- 1.4.4 Communication Structures
- 2. MATERIALS
- 2.1 Introduction
- 2.2 Material Composition
- 2.2.1 Thermosets and Thermoplastics
- 2.2.2 Thermoset Polymer Resins
- 2.2.3 Additives and Fillers
- 2.2.4 Fiber Reinforcement
- 2.3 Design Criteria for Material Selection
- 2.4 FRP Material and Process Characteristics
- 2.4.1 Material Characteristics
- 2.4.2 Manufacturing Processes
- 3. DESIGN CONSIDERATIONS
- 3.1 Introduction
- 3.2 Physical Considerations
- 3.3 Transportation
- 3.4 Connections
- 3.5 Guy Wire Connections
- 3.6 Guy Wire Anchors
- 3.7 Grounding
- 3.8 Climbing
- 3.8.1 Steps
- 3.8.2 Ladders
- 3.9 Aesthetic Considerations
- 3.10 Structural Loading
- 3.10.1 Introduction
- 3.10.2 Load Considerations for Overhead Distribution and Transmission Power Lines
- 3.10.3 Legislated (or Code) Loads
- 3.10.4 Meteorological Loads
- 3.10.5 Longitudinal Loads
- 3.10.6 Construction and Maintenance Loads
- 3.10.7 Structure-Strength Equivalency
- 3.10.8 Deflection and Serviceability Equivalency
- 3.11 Durability
- 3.12 Foundations
- 3.12.1 Geotechnical Analysis
- 3.12.2 Foundation Design
- 3.13 Service Life
- 3.14 Strength.
- 3.15 Electrical Performance
- 3.16 Environment
- 3.17 Life-Cycle Evaluations
- 3.18 Joints
- 3.18.1 Slip Joints
- 3.18.2 Flange and Other Mechanical Joints
- 4. DESIGN CRITERIA
- 4.1 Introduction
- 4.2 Designing with FRP Products
- 4.3 Poles
- 4.3.1 Mechanical Properties
- 4.3.2 Bending Strength
- 4.3.3 Local Buckling Strength
- 4.3.4 Axial Strength
- 4.3.5 Pull-Through Strength
- 4.3.6 Hoop Strength
- 4.3.7 Torsional Strength
- 4.3.8 Fatigue Strength
- 4.3.9 Deflection
- 4.4 Crossarms
- 4.4.1 Mechanical Properties
- 4.4.2 Bending and Shear Strength
- 4.4.3 Deflections
- 5. SUGGESTED GUIDELINES FOR PERFORMANCE-BASED TESTS
- 5.1 Introduction
- 5.2 Recommended Mechanical Tests
- 5.2.1 Static Bending (Horizontal Loading) Test
- 5.2.2 Bolt Torque Test
- 5.2.3 Bolt Pull-Through Test
- 5.2.4 Direct Load Shear Test
- 5.2.5 Field Drillability Test
- 5.2.6 Step Bolt Compatibility Test
- 5.3 Optional Mechanical Tests
- 5.3.1 Torsional Load Test
- 5.3.2 Fatigue Tests
- 5.3.3 Permanent Deflection Tests
- 5.3.4 Slip Joint Tests
- 5.3.5 Column Buckling Tests
- 5.4 Laminate Durability and Integrity Tests
- 5.4.1 Ultraviolet (UV) Radiation Tests
- 5.4.2 Hydrophobicity Tests
- 5.4.3 Water Absorption Tests
- 5.4.4 Leaching Tests
- 5.4.5 Fire Tests
- 5.4.6 Coating Tests
- 5.4.7 Impact Testing
- 5.5 Electrical Tests
- 6. QUALITY ASSURANCE
- 6.1 Introduction
- 6.2 Design and Drawings
- 6.3 Material Combination, Manufacturing Equipment, and Process
- 6.4 Material Standards Conformance
- 6.5 Tolerances
- 6.6 Surface Coatings
- 6.7 Inspection During Manufacture
- 6.8 Receiving and Shipping
- 6.9 Rejection
- 6.10 Full-Scale Structure Testing
- 6.11 Installation, Inspection, and Maintenance
- 7. ASSEMBLY AND ERECTION
- 7.1 Introduction
- 7.2 FRP Poles
- 7.2.1 Storage
- 7.2.2 Handling
- 7.2.3 Transportation.
- 7.2.4 Assembly
- 7.2.5 Joint Assembly
- 7.2.6 Framing
- 7.2.7 Field Drilling
- 7.2.8 Cutting
- 7.2.9 Erection
- 7.2.10 Climbing
- 7.3 FRP Foundations
- 8. ATTACHMENTS
- 8.1 Introduction
- 8.2 Attachments
- 8.2.1 Attachment Components
- 8.2.2 Guying/Tension Attachments
- 8.2.3 FRP Guy Wire Anchor
- 8.2.4 Bearing Plate
- 8.2.5 Strap-Style Pole Band
- 8.2.6 Link-Style Pole Band
- 8.2.7 Washers
- 8.2.8 Climbing Hardware
- 8.2.9 Shield Wire Supports
- 8.2.10 Post Insulator Gain Bases (Mounting Brackets)
- 8.2.11 Base Plates
- 8.2.12 Conical Top Cap
- 8.2.13 Flat Top Cap
- 8.2.14 Rock Mounts
- 8.2.15 Pole ID Tag
- 8.2.16 Bonding/Grounding Hardware
- 8.2.17 Crossarm Mounting Brackets
- 8.3 Attachment Hardware Assemblies
- 9. IN-SERVICE CONSIDERATIONS
- 9.1 Introduction
- 9.2 Factors Influencing Performance of FRP Materials
- 9.2.1 Environment
- 9.2.2 Mechanical Fatigue
- 9.2.3 Electrical Stress and Leakage Current
- 9.3 Field Inspection
- 9.3.1 Visual Inspection
- 9.3.2 Tap Test
- 9.3.3 Other Tests
- 9.4 Repair Options
- 9.4.1 Take No Action
- 9.4.2 Repair in the Field
- 9.4.3 Component Replacement
- Appendix A. GLOSSARY
- Appendix B. BIBLIOGRAPHY
- Appendix C. SUGGESTED MANUFACTURING TOLERANCES
- Appendix D. LOADING REQUIREMENTS FOR FRC POLES UTILIZED IN OTHER THAN UTILITY LINE APPLICATIONS
- Appendix E. COMMENTARY
- INDEX.