Design and development of 123kV 13L Cross-arm with bracing structures for application in transmission towers
In this study, experimental and numerical investigations have been conducted of the mechanical behavior of existing full-scale wooden 123 KV 13L cross-arms used in transmission towers. Two cases have been considered to be analyzed and tested accordingly. In the case of normal condition, standard...
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| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2021
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| Subjects: | |
| Online Access: | http://psasir.upm.edu.my/id/eprint/104011/1/SHARAF%20HUSSEIN%20KADHIM%20SHARAF%20-%20IR.pdf http://psasir.upm.edu.my/id/eprint/104011/ |
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| Summary: | In this study, experimental and numerical investigations have been conducted of the
mechanical behavior of existing full-scale wooden 123 KV 13L cross-arms used in
transmission towers. Two cases have been considered to be analyzed and tested
accordingly. In the case of normal condition, standard load 7.98 KN, with 8 organized
steps with angle Θ = 54.2º at YZ plan from Y-axis were applied. While Fr = 16 KN with
16 organized steps with angle Θ = 12.6 º at the horizontal plane, α = 17.57 º at the vertical
plane was applied for broken wire condition. The numerical results of the simulation
have proven that the experiments were confident for normal and broken wire conditions
are 93 % and 98.2 % respectively. To improve the existing design of cross-arm structure,
an integrated TRIZ–Morphological Chart–ANP approach was used to establish four (4)
new concepts of cross arms of transmission towers. In a conceptual design phase, a
solution was developed through employing the TRIZ model according to TRIZ 40
techniques. After precise analysis, the output of the selection process of the conceptual
design was further validated, where conceptual design 2 was ranked optimal in all three
processing scenarios. Bracket structure P1048 by UNISTRUT® has been followed as a
guide to be modified through conducting some modifications by employing systematic
exploitation of proven ideas or experience. The modified design of the structure of the
bracket was analyzed by FEM using static structural tool data from analyzing process
were used to specify the thickness of the bracket structure to be used in the final design.
Finally, the improved 13L 123KV Cross-arm structure has been investigated with
experimental and numerical load-deflection behavior for the whole structure. Two
scenarios have been conducted broken and normal wire conditions. the experimental
results showed that the maximum value deflection at the normal condition for tangential
and radial deflection is 11.6 mm and 11.5 mm respectively. Numerical results of
simulation have proven that the experiments were confident for broken and normal wire
conditions are 98.7 % and 91.4 % respectively. |
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