Abstract

S355 structural steel is a commonly used material in the fabrication of foundation structures of offshore wind turbines, which are predominantly supported using monopiles. During the manufacturing process of monopile foundations, S355 steel plates are pre-strained via a three point bending and rolling process, which subsequently changes the mechanical, fatigue and fracture properties of the material. The aim of this study is to investigate the variation in fracture toughness of S355 material by considering a range of pre-strain levels induced during the manufacturing process. Fracture toughness tests have been performed on compact tension specimens made of the as-received, 5% and 10% pre-strained S355 material. The test results have shown that the fracture toughness of the material decreases as the percentage of pre-straining increases. An empirical correlation has been derived between the yield strength of the material, the plastic pre-strain level and the fracture toughness values. The drawn relationship can potentially be utilised in the life assessment of offshore wind turbine monopile foundations to give a relatively accurate estimate of the remaining life by considering realistic values of fracture toughness post-fabrication, which results in better informed design and assessment.

Highlights

  • Offshore wind is a rapidly maturing industry and is currently one of the leading sources of renewable energy for electricity pro­ duction, with the EU aiming to reach 100GW of offshore wind capacity by 2030 [1,2]

  • Previous works from other researchers suggest that pre-straining the metals results in a change in the mobile dislocation density and this can control the fracture toughness in metallic materials [32,33,34,35,36,37,38]

  • The material used in this work is S355G10+M structural steel, which is widely used in the manufacture of offshore wind monopile structures

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Summary

Introduction

Offshore wind is a rapidly maturing industry and is currently one of the leading sources of renewable energy for electricity pro­ duction, with the EU aiming to reach 100GW of offshore wind capacity by 2030 [1,2]. Previous works from other researchers suggest that pre-straining the metals results in a change in the mobile dislocation density and this can control the fracture toughness in metallic materials [32,33,34,35,36,37,38]. The same effect will be present at varying levels of plastic-pre-strains across the thickness of monopile structures; there is very little information on the fracture behaviour of S355 steel with relation to material pre-strain. In this work the effect of material tensile pre-straining levels of up to 10% on fracture properties of S355 structural steel has been investigated

Material pre-conditioning and specimen preparation
Fracture toughness testing and analysis
Testing methodology
Fracture toughness data analysis
Fracture toughness test results and discussion
Resistance curves
Fracture toughness results
Fractography
Pre-straining effects on structural integrity assessments
Findings
Conclusions

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