Composite Gas Tank End-Fitting Structure for Higher Pressure
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Solution Overview
Problem
Existing organic composite gas storage tanks face limitations in increasing the maximum pressure of stored gas beyond 700 bar without adversely impacting gravimetric efficiency, primarily due to practical constraints on the number of low-angle windings and increased mass.
Innovation Solution
The design incorporates a hollow truncated conical end portion with a high-angle organic fibre winding and a metal end-fitting, providing increased axial strength and a long leakage path, while eliminating the need for additional low-angle windings, and optionally includes a polymer liner to mitigate gas leakage.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Stress or pressure
If the wall thickness of the hemispherical end portions is increased to increase maximum storage pressure beyond around 700 bar, then the maximum pressure at which gas can be stored is increased, but the mass of the tank increases, adversely impacting gravimetric efficiency
Solution Approach 1:
The tank is divided into distinct functional sections: a cylindrical central portion and truncated conical end portions. This segmentation allows each section to be optimized independently for its specific structural requirements, enabling the end portions to bear axial loads efficiently without requiring increased wall thickness throughout the entire tank, thus avoiding mass increase while maintaining high pressure capability.
Solution Approach 2:
The tank employs truncated conical end portions instead of traditional hemispherical ends. The conical geometry provides inherent axial strength through its tapered structure, which naturally resists compressive loads more effectively than hemispherical shapes. This geometric optimization allows the tank to withstand high pressures without requiring additional material, thereby maintaining low mass while achieving high gravimetric efficiency.
2Stress or pressure
If further low-angle windings are applied to increase maximum storage pressure, then the maximum pressure capability is increased, but the tank weight increases due to additional material
Solution Approach 1:
The tank employs a localized high-angle helical winding configuration specifically in the truncated conical end portions, rather than applying uniform low-angle windings throughout. This local optimization places structural reinforcement exactly where axial strength is needed most, achieving high pressure capability without the penalty of adding material across the entire tank surface, thus avoiding unnecessary weight increase.
Solution Approach 2:
The invention changes the winding angle parameter from traditional low-angle to high-angle helical windings in the end portions. This parameter change fundamentally alters the load-bearing characteristics of the fibre reinforcement, enabling it to resist axial compressive loads more effectively. The high-angle winding configuration provides superior axial strength per unit mass compared to low-angle windings, achieving high pressure capability without proportional mass increase.
3Strength
If additional low-angle windings are applied to provide axial strength, then the axial strength is increased, but the tank mass increases
Solution Approach 1:
The truncated conical geometry of the end portions provides inherent axial strength through its tapered shape, which naturally resists compressive loads. This geometric design eliminates the need for additional low-angle windings to provide axial strength, as the conical structure itself acts as a load-bearing element. The result is high axial strength without the penalty of added material mass.
Solution Approach 2:
The tank utilizes composite organic fibre windings arranged in a high-angle helical pattern, combining the geometric advantage of conical end portions with the tensile strength of fibre reinforcement. This composite approach creates a synergistic structure where the conical geometry provides axial load resistance and the fibre windings provide circumferential and diagonal support, achieving high axial strength without requiring additional low-angle winding layers that would increase mass.
Data Source
AI summary
An organic composite gas storage tank 100 comprises a hollow central portion 106 which is substantially cylindrical and formed integrally with first and second end portions 102, 104, and which defines a longitudinal tank axis 101. The first end portion 102 comprises a hollow truncated conical region 102A which meets the hollow central portion at a first end thereof, and a cylindrical region 102B which meets an end of the hollow truncated conical portion remote from the hollow central portion. An organic fibre winding 107 extends at least between axial positions which coincide with the hollow truncated conical region of the first end portion and the hollow central portion respectively. A hollow metal end-fitting 120 has a hollow truncated conical portion 124 embedded within the wall of the hollow truncated conical region of the first end portion, providing a long leakage path around the metal end-fitting.


