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Dynamic response and collapse mechanisms of transmission lines under downburst-induced wind–rain loads
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As a localized high-intensity downdraft disaster, downbursts are a significant cause of wind-rain-induced damage to transmission lines. Their unique wind field characteristics make it difficult for existing design methods to comprehensively evaluate the resistance capacity of transmission lines. Current collapse analyses of transmission lines often fail to adequately consider the wind-rain field conditions during downbursts. Therefore, this study investigates the dynamic response and collapse mechanisms of transmission lines under downburst wind-rain conditions. First, a numerical simulation model is established to explore the distribution characteristics of wind and rain. A full-scale three-dimensional computational domain model is employed to simulate the wind-rain field, which is subsequently modified. The wind-rain velocity ratio is analyzed, and a fitting formula is proposed. Subsequently, combined distributed loads are applied to the transmission line to conduct parametric analyses of the dynamic response and investigate the collapse mechanisms. The results demonstrate that the computational domain model for simulating the wind-rain field is validated using relevant models, and the Vicroy model is modified for generating wind-rain loads. The horizontal velocity of raindrops does not synchronize with wind speed variations, and the proposed fitting formula for the wind-rain velocity ratio exhibits high accuracy. Downbursts significantly influence the dynamic response of the transmission tower-line system, with the most unfavorable wind attack angles, heights, rainfall intensities, and combined conditions identified. The collapse failure mode of the transmission line is characterized by initial damage and failure of diagonal members, leading to extensive structural collapse. The critical segments vary under different wind attack angles and reference heights, while rainfall has a minor impact on the collapse process. This study provides important technical insights for the wind-resistant design and safe operation of transmission lines.
Title: Dynamic response and collapse mechanisms of transmission lines under downburst-induced wind–rain loads
Description:
As a localized high-intensity downdraft disaster, downbursts are a significant cause of wind-rain-induced damage to transmission lines.
Their unique wind field characteristics make it difficult for existing design methods to comprehensively evaluate the resistance capacity of transmission lines.
Current collapse analyses of transmission lines often fail to adequately consider the wind-rain field conditions during downbursts.
Therefore, this study investigates the dynamic response and collapse mechanisms of transmission lines under downburst wind-rain conditions.
First, a numerical simulation model is established to explore the distribution characteristics of wind and rain.
A full-scale three-dimensional computational domain model is employed to simulate the wind-rain field, which is subsequently modified.
The wind-rain velocity ratio is analyzed, and a fitting formula is proposed.
Subsequently, combined distributed loads are applied to the transmission line to conduct parametric analyses of the dynamic response and investigate the collapse mechanisms.
The results demonstrate that the computational domain model for simulating the wind-rain field is validated using relevant models, and the Vicroy model is modified for generating wind-rain loads.
The horizontal velocity of raindrops does not synchronize with wind speed variations, and the proposed fitting formula for the wind-rain velocity ratio exhibits high accuracy.
Downbursts significantly influence the dynamic response of the transmission tower-line system, with the most unfavorable wind attack angles, heights, rainfall intensities, and combined conditions identified.
The collapse failure mode of the transmission line is characterized by initial damage and failure of diagonal members, leading to extensive structural collapse.
The critical segments vary under different wind attack angles and reference heights, while rainfall has a minor impact on the collapse process.
This study provides important technical insights for the wind-resistant design and safe operation of transmission lines.
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