Evaluation of hydraulic cylinder positioning for small-scale wind tower erection

This study investigates optimized hydraulic cylinder positioning for erecting and lowering small-scale wind towers. Static structural analysis was performed for multiple connection configurations to minimize required force while maintaining geometric feasibility. A locally available 3000-psi hydraulic cylinder was evaluated, and a prototype was constructed to compare theoretical energy consumption with measured electrical energy trends. Results indicate that the optimal connection point occurs at the horizontal distance of 7.5 ft from the tower and the vertical distance of 5 ft from the base; however, locally available cylinders lack sufficient capacity for controlled lowering, requiring custom designs for safe retraction. The findings highlight placement constraints, cylinder capacity limits, and energy consumption characteristics, demonstrating the potential for improved hydraulic solutions in residential wind tower systems.

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Publication Details

Journal
Wind Engineering
Published
2026-07-01
DOI
https://doi.org/10.1177/0309524x261467119
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
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article

Evaluation of hydraulic cylinder positioning for small-scale wind tower erection

Byungik Chang, Bhupesh Chand, Anbesh Rawal
Wind Engineering
Hydraulic flow and structures
article

Evaluation of hydraulic cylinder positioning for small-scale wind tower erection

Byungik Chang, Bhupesh Chand, Anbesh Rawal
article en

Abstract

This study investigates optimized hydraulic cylinder positioning for erecting and lowering small-scale wind towers. Static structural analysis was performed for multiple connection configurations to minimize required force while maintaining geometric feasibility. A locally available 3000-psi hydraulic cylinder was evaluated, and a prototype was constructed to compare theoretical energy consumption with measured electrical energy trends. Results indicate that the optimal connection point occurs at the horizontal distance of 7.5 ft from the tower and the vertical distance of 5 ft from the base; however, locally available cylinders lack sufficient capacity for controlled lowering, requiring custom designs for safe retraction. The findings highlight placement constraints, cylinder capacity limits, and energy consumption characteristics, demonstrating the potential for improved hydraulic solutions in residential wind tower systems.

Wind Engineering
Institution of Civil Engineers (GB), University of New Haven (US)
Affordable and clean energy
Openalex Percentile: Top 12%
Hydraulic flow and structures
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