Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Development of a cross-arm from fiber-reinforced polymer composite angle sections for use in power distribution towers
Download
index.pdf
ce - b.t.kiliç.pdf
Date
2026-1-20
Author
Kılıç, Burak Talha
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
85
views
0
downloads
Cite This
Glass fiber-reinforced polymer (GFRP) composites are increasingly used in critical infrastructure systems due to their high strength-to-weight ratio, corrosion resistance, and ease of installation. However, their anisotropic behavior and complex failure mechanisms make structural design more challenging compared with steel. In this study, a GFRP composite cross-arm was developed for 34.5 kV distribution towers using pultruded angle profiles. Critical loading conditions for the prototype tower were determined based on conductor properties, line configuration, and regulatory requirements. The composite angle sections were experimentally evaluated through single-bolted and multi-bolted connection tests, enabling the selection of an optimum section and connection layout. Full-scale loading tests were conducted on a four-member composite cross-arm under critical loading to assess its structural performance. A braced cross-arm configuration was also tested under multiple loading scenarios and evaluated according to relevant standards. Long-term performance was examined through a 3000-hour full-scale creep test, and a Findley Power Law model was developed to predict 50-year deformations. A simplified finite element model was developed and validated using connection-level experimental data, after which it was applied to the composite cross-arm for a comprehensive parametric study for load-carrying capacity and stiffness evaluations. Additionally, the electrical insulation performance, potential reductions in right-of-way and tower height, and both short- and long-term cost advantages were evaluated and compared with a conventional steel cross-arm. The results demonstrate that the GFRP composite cross-arm offers structural reliability, broad practical feasibility, and competitive economic performance compared with steel in modern distribution systems.
Subject Keywords
Composite bolted connection
,
Composite cross-arm
,
Creep performance
,
Energy distribution lines
,
Finite element analysis
URI
https://hdl.handle.net/11511/118394
Collections
Graduate School of Natural and Applied Sciences, Thesis
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
B. T. Kılıç, “Development of a cross-arm from fiber-reinforced polymer composite angle sections for use in power distribution towers,” Ph.D. - Doctoral Program, Middle East Technical University, 2026.