Recommended practice for fiber-reinforced polymer products for overhead utility line structures

Prepared by the Task Committee on Fiber-Reinforced Composite Structures for Overhead Lines of the Structural Engineering Institute of ASCE. This Manual details best practices for the use of fiber-reinforced polymer (FRP) products in conductor support applications and FRP poles. Advancements and inno...

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Bibliographic Details
Corporate Author: American Society of Civil Engineers. Subcommittee on Fiber-Reinforced Composite Structures for Overhead Lines.
Format: eBook
Language: English
Published: [Reston, Va.] : American Society of Civil Engineers, ©2003.
Series: ASCE manuals and reports on engineering practice ; no. 104.
Subjects:
Electric lines > Poles and towers > Design and construction.
Electric lines > Poles and towers > Materials.
Fiber-reinforced plastics.
elektronické knihy
electronic books
ISBN: 9780784470954
0784470952
0784406480
9780784406489
Physical Description: 1 online resource (xii, 76 pages) : illustrations

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Table of contents

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008 021122s2003 vaua ob 001 0 eng d
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020 |a 0784470952  |q (electronic bk.) 
020 |z 0784406480  |q (pbk.) 
020 |z 9780784406489 
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110 2 |a American Society of Civil Engineers.  |b Subcommittee on Fiber-Reinforced Composite Structures for Overhead Lines. 
245 1 0 |a Recommended practice for fiber-reinforced polymer products for overhead utility line structures /  |c prepared by the Task Committee on Fiber-Reinforced Composite Structures for Overhead Lines of the Structural Engineering Institute of the American Society of Civil Engineers. 
260 |a [Reston, Va.] :  |b American Society of Civil Engineers,  |c ©2003. 
300 |a 1 online resource (xii, 76 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a ASCE manuals and reports on engineering practice ;  |v no. 104 
504 |a Includes bibliographical references and index. 
505 0 |a CONTENTS -- 1 STRUCTURES AND APPLICATIONS -- 1.1 Introduction -- 1.2 Structure Configurations -- 1.2.1 Cantilevered Structures -- 1.2.2 Guyed Structures -- 1.2.3 Framed Structures -- 1.2.4 Combined Structures -- 1.2.5 Latticed Tower Structures -- 1.3 Applications -- 1.3.1 Transmission and Distribution Structures -- 1.3.2 Substation Structures -- 1.3.3 Lighting Supports, Highway Signs, and Traffic Signal Structures -- 1.3.4 Communications Structures -- 2 INITIAL CONSIDERATIONS -- 2.1 Introduction -- 2.2 Physical Considerations -- 2.3 Guying 
505 8 |a 2.4 Grounding2.5 Deflection -- 2.6 Transportation and Erection -- 2.7 Climbing -- 2.8 Attached Items -- 2.9 Aesthetic Considerations -- 2.10 Load Testing -- 2.11 Durability -- 2.12 Foundations -- 3 MATERIALS AND MANUFACTURING PROCESSES -- 3.1 Introduction -- 3.1.1 Definition of FRP -- 3.1.2 Benefits -- 3.1.3 Composition -- 3.2 Materials -- 3.2.1 Polymer Resin Matrix -- 3.2.2 Fiber Reinforcements -- 3.2.3 Protective Material Systems -- 3.3 Manufacturing Processes -- 3.3.1 Pultrusion -- 3.3.2 Filament Winding -- 3.3.3 Centrifugal Casting 
505 8 |a 3.3.4 Resin Infusion4 DESIGN LOADS -- 4.1 Introduction -- 4.2 Load Considerations for Transmission and Distribution Overhead Construction -- 4.3 Wood Pole Equivalent Design Loads -- 5 PERFORMANCE-BASED CRITERIA FOR FRP PRODUCTS AND MATERIALS -- 5.1 Introduction -- 5.2 Designing FRP Products -- 5.3 Poles -- 5.3.1 Mechanical Properties -- 5.3.2 Durability -- 5.4 Connections -- 5.4.1 Step Attachments -- 5.4.2 Guying Attachments -- 5.4.3 Ground Wire Attachments -- 5.4.4 Slip Joints -- 5.4.5 Flange and Other Mechanical Joints -- 5.4.6 Foundations 
505 8 |a 6 SUGGESTED GUIDELINES FOR PERFORMANCE-BASED TESTS6.1 Introduction -- 6.2 Recommended Mechanical Tests -- 6.2.1 Static Bending (Horizontal Loading) Test -- 6.2.2 Bolt Torque Test -- 6.2.3 Bolt Pull-Through Test -- 6.2.4 Direct Load Shear Test -- 6.2.5 Field Drillability Test -- 6.2.6 Step Bolt Compatibility Test -- 6.3 Optional Mechanical Tests -- 6.3.1 Torsional Load Test -- 6.4 Surface Durability Tests -- 6.4.1 Ultraviolet (UV) Radiation Tests -- 6.4.2 Coating Tests -- 6.5 Electrical Tests -- 7 QUALITY ASSURANCE -- 7.1 Introduction 
505 8 |a 7.2 Design and Drawings7.3 Manufacturing Process -- 7.4 Material Standards Conformance -- 7.5 Tolerances -- 7.6 Surface Coatings -- 7.7 Inspection During Manufacture -- 7.8 Shipping and Receiving -- 7.9 Rejection -- 7.10 Full-Scale Structure Testing -- 7.11 Installation and Maintenance -- 8 ASSEMBLY AND ERECTION -- 8.1 Introduction -- 8.2 Pole Structures -- 8.2.1 Handling -- 8.2.2 Hauling -- 8.2.3 Framing -- 8.2.4 Field Drilling -- 8.2.5 Erection -- 8.2.6 Climbing -- 8.3 Foundations -- 8.3.1 Direct Embedment -- 8.3.2 Anchor Base -- 8.4 Storage 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 3 |a Prepared by the Task Committee on Fiber-Reinforced Composite Structures for Overhead Lines of the Structural Engineering Institute of ASCE. This Manual details best practices for the use of fiber-reinforced polymer (FRP) products in conductor support applications and FRP poles. Advancements and innovations in FRP and process technologies have resulted in lightweight high-strength FRP materials that are more cost-competitive than traditional construction materials, such as wood, steel, and prestressed concrete. In addition to a description of the advancements and innovations, the differences in performance between FRP structures and wood, steel, or prestressed concrete are also explained. FRP materials are used widely in many applications because they can be engineered to offer important advantages over traditional materials and also offer product engineers extraordinary design latitude. Engineers can choose from a wide range of material systems and processing techniques. FRP structures fall into one of five basic configurations: cantilevered structures; guyed structures; framed structures; combined structures; and latticed tower structures. The manual recommends and provides suggested guidelines for performance-based tests for all FRP poles. It also discusses factors that could affect the performance of FRP poles after installation, suggests field inspection methods, and provides basic maintenance and field repair techniques that can be used to extend the life of FRP poles: environment, UV radiation, temperature, moisture, ice and snow accumulations, fire, chemical exposure, biodegradation, mechanical fatigue, and electrical stress and leakage current. 
590 |a Knovel  |b Knovel (All titles) 
650 0 |a Electric lines  |x Poles and towers  |x Design and construction. 
650 0 |a Electric lines  |x Poles and towers  |x Materials. 
650 0 |a Fiber-reinforced plastics. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
776 0 8 |i Print version:  |a American Society of Civil Engineers. Subcommittee on Fiber-Reinforced Composite Structures for Overhead Lines.  |t Recommended practice for fiber-reinforced polymer products for overhead utility line structures.  |d [Reston, Va.] : American Society of Civil Engineers, ©2003  |w (DLC) 2002043614 
830 0 |a ASCE manuals and reports on engineering practice ;  |v no. 104. 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpRPFRPPO2/recommended-practice-for?kpromoter=marc  |y Full text 

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