Wind Turbine Trailing Edge Laminates for Controlled Gust Deflection
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Solution Overview
Problem
Conventional wind turbine blades face challenges in balancing aerodynamic efficiency and structural integrity, particularly in responding to severe gust loads that cause structural stress and fatigue, leading to inefficient energy conversion.
Innovation Solution
A passive trailing edge assembly using a composite structure with differentially configured composite layers, each with unique elasticity parameters, allows for controlled buckling and deflection under mechanical forces, restoring to its original shape upon load removal, enhancing aerodynamic performance and reducing structural stress.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Strength
If conventional wind turbine blades are designed with high structural integrity to resist severe gust loads, then structural strength is improved, but aerodynamic efficiency deteriorates due to increased drag and noise
Solution Approach 1:
The trailing edge assembly incorporates a passive buckling mechanism that dynamically transitions from a rigid state during normal operation to a controlled buckled state during severe gust loads. This dynamic response allows the structure to adapt its stiffness based on loading conditions, reducing aerodynamic drag and noise during normal operation while providing structural integrity during extreme events.
Solution Approach 2:
The composite laminate structure utilizes layers with different elastic moduli that change their mechanical properties under load. The differential buckling of these layers allows the trailing edge to control its structural parameters, transitioning between rigid and flexible states to optimize both aerodynamic performance and structural strength.
2Productivity
If the trailing edge assembly is made rigid to maintain aerodynamic shape, then aerodynamic efficiency is improved, but the ability to shed passive loads during severe gusts deteriorates
Solution Approach 1:
The trailing edge assembly incorporates a passive buckling mechanism that dynamically transitions from a rigid state during normal operation to a controlled buckled state during severe gust loads. This dynamic response allows the structure to adapt its stiffness based on loading conditions, reducing aerodynamic drag and noise during normal operation while providing structural integrity during extreme events.
Solution Approach 2:
The patent converts the potentially harmful effect of structural flexibility into a beneficial passive load shedding mechanism. The controlled buckling of the composite laminate layers allows the trailing edge to deliberately deflect during severe gusts, reducing structural stress and improving reliability, while maintaining aerodynamic efficiency during normal operation.
3Ease of manufacture
If the composite layers are uniformly configured to simplify manufacturing, then ease of manufacture is improved, but controlled buckling response under mechanical forces deteriorates
Solution Approach 1:
The trailing edge assembly incorporates a passive buckling mechanism that dynamically transitions from a rigid state during normal operation to a controlled buckled state during severe gust loads. This dynamic response allows the structure to adapt its stiffness based on loading conditions, reducing aerodynamic drag and noise during normal operation while providing structural integrity during extreme events.
Solution Approach 2:
The patent employs composite laminate structures with differentially configured layers, each having unique elastic moduli. This composite approach enables controlled buckling responses while maintaining manufacturing feasibility through standardized composite material processes, resolving the contradiction between manufacturing simplicity and adaptive structural behavior.
4Reliability
If the trailing edge is designed to be flexible to reduce structural stress, then fatigue resistance is improved, but aerodynamic performance deteriorates due to increased deflection
Solution Approach 1:
The trailing edge assembly incorporates a passive buckling mechanism that dynamically transitions from a rigid state during normal operation to a controlled buckled state during severe gust loads. This dynamic response allows the structure to adapt its stiffness based on loading conditions, reducing aerodynamic drag and noise during normal operation while providing structural integrity during extreme events.
Solution Approach 2:
The composite laminate structure utilizes layers with different elastic moduli that change their mechanical properties under load. The differential buckling of these layers allows the trailing edge to control its structural parameters, transitioning between rigid and flexible states to optimize both aerodynamic performance and structural strength.
Applied Scientific Principles
This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.
Function Achieved in This Case
The solution optimizes aerodynamic performance and passive load shedding while protecting the structural integrity of wind turbine blades by allowing controlled deflection and restoration, thus improving efficiency and durability.
Implementation Method 1
A passive trailing edge assembly using a composite structure with differentially configured composite layers, each with unique elasticity parameters, allows for controlled buckling and deflection under mechanical forces, restoring to its original shape upon load removal
Data Source
AI summary
A multi-layer composite body that includes a first composite layer having a first elasticity parameter and a second composite layer mechanically coupled with the first composite layer. The second composite layer may have a second elasticity parameter that is different from the first elasticity parameter of the first composite layer. The first composite layer and the second composite layer may extend in a continuous manner with respect to each other, forming a substantially two-dimensional, homogenous structure. Further, the first composite layer and the second composite layer may respond to a common external mechanical force in a different manner.


