Abstract

Fixed offshore jackets are principal substructures widely used in offshore industries. An accurate consideration in finding an advantageous alternative to traditional steel material in the construction of this essential structure could be very efficient. The focus of this study is to simplify the construction procedures and to increase the serviceability life of the offshore jacket. To this aim, as a new low-cost material, high-specific-strength steel has been considered. With using ANSYS software, transient dynamic analysis has been implemented on two hypothesized three-legged jackets located in the Persian Gulf region. It is assumed that the modeled jackets are made of traditional steel and high-specific-strength steel material. The effects of an extreme wave load and a supply vessel impact load have been considered for the structural analysis. It has been shown that structural performances of the high-specific-strength steel jacket under the effects of the mentioned loads, are better compared to the traditional steel jacket.

Highlights

  • Fixed offshore jackets are the main substructures of offshore platforms largely used in the oil and gas industries

  • The same is for the dominant axial stress values for High-Specific-Strength Steel (HSSS) jacket that range from E = 144.60 to F = 409.77 kPa

  • The dominant axial stress values are away from the maximum stress zone (values ranges from the orange (H) zone to the red (I) zone)

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Summary

Introduction

Fixed offshore jackets are the main substructures of offshore platforms largely used in the oil and gas industries. According to the dynamic nature of sea waves and impact loads, transient dynamic analysis has been implemented as a reliable technique for the structural performance comparison of traditional steel jacket and HSSS jacket under the effect of extreme wave and vessel impact load.

Results
Conclusion

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