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A JOURNAL FROM THE NORWEGIAN OCEAN INDUSTRY AUTHORITY

Safe structures and robust material choices

On many of the facilities on the NCS, structural steel is the load-bearing element. The steel must withstand harsh environments, absorb the forces that affect it, distribute loads and cope with the wide variations in temperature, weather and operation that accompany a long service life offshore.

  • Structural safety

It is no coincidence that offshore structures are built from steel. Steel combines high strength, low cost, good formability and the ability to be welded into large and complex structures. The challenge lies in everything that happens in the steel material at the micro and macro scales: grain size, alloying elements, impurities and how welding affects the properties.

Safe and robust

During the first decades of activities on the NCS, extensive research, testing and standardisation were necessary for the design, construction and maintenance of safe structures.

This article is based on a conversation with Inge Lotsberg, DNV (specialises in fatigue and analysis of steel structures); Mons Hauge, Equinor (researcher in materials technology and structure-related tasks); and Morten A. Langøy, Havtil (works on structural safety and materials technology).

You can listen to the entire conversation here (in Norwegian only):

The strength of steel

The first fields on the NCS were developed by foreign operators, using knowledge, experience and specifications from petroleum operations in other parts of the world, such as the Gulf of Mexico.

Tall, heavy waves and a difficult climate

However, the particular conditions in the North Sea presented new challenges. Nowhere else had large, fixed platforms been combined with such loads; in addition to corrosive salt water, the facilities had to withstand demanding North Sea conditions, with harsh weather, high winds, tall and heavy waves and a difficult climate.

Much of what was built in the 1970s has proven to be surprisingly durable. Several of the platforms at Ekofisk and Statfjord are still standing. This robustness derived from good safety margins and the practice of allowing for uncertainty, before research and laboratory testing yielded more precise knowledge about material behaviour.

Ekofisk is one of many fields on the Norwegian continental shelf that stand on steel. The photo shows the installation of the Ekofisk 2/4 Z facility in 2013. The steel jacket is already in place, while the topside is being lifted into position by the crane vessel Saipem 7000.
Ekofisk is one of many fields on the Norwegian continental shelf that stand on steel. The photo shows the installation of the Ekofisk 2/4 Z facility in 2013. The steel jacket is already in place, while the topside is being lifted into position by the crane vessel Saipem 7000. Photo: Kjetil Alsvik/ConocoPhillips/Norsk Oljemuseum

The structures had to withstand a lot, but knowledge of how steel, welds and elements develop over a long life offshore had to be strengthened. The earliest dimensioning rules focused on strength, but not, to the same extent, on the impact of defects, fatigue, temperature and corrosion.

In 1977, the Norwegian Petroleum Directorate presented the first guidelines for the dimensioning of structures. These laid the foundation for a safety format based on load and material factors, a format that essentially remains in place today. The requirements were further developed throughout the 1980s and 1990s, and included new methods for dimensioning with regard to accident loads, fatigue analyses and impact assessments. In addition, they were adjusted to take into account new types of structures that were gradually being developed.

Accidents and quality issues

In the 1970s, the NCS was largely developed using standardised types of steel. However, there was a strong desire to improve weldability so that larger material thicknesses could be welded efficiently. There was also a desire to increase strength and improve properties at low temperatures.

Steel production at Pohang Steelworks (POSCO) in South Korea.
The largest steel‑producing countries in the world are China, India, the United States, Japan, and Russia, which together account for most of global crude steel production. This photo shows steel production at Pohang Steelworks (POSCO) in South Korea, which is the sixth‑largest steel‑producing country in the world. Photo: worldsteel.org

Lessons learned from incidents in Norway and internationally have influenced the development of our dimensioning standards. The Alexander L. Kielland flotel disaster in 1980 highlighted the need for more knowledge about fatigue calculations and requirements for the residual capacity of structures in the event of a failure.

The Kielland accident also provided impetus for more research and regulatory development.

In Norway, regulatory requirements were tightened for both accident loads and fatigue calculations throughout the 1980s and 1990s, in line with ever-increasing knowledge.

Test programme for weldability

During this period, the Norwegian Petroleum Directorate’s safety division initiated a major project to map the weldability properties of the structures planned for the North Sea. They requisitioned approx. 10 m² of steel from all deliveries for new platforms. A total of 18 different steel grades were sent to Sintef in Trondheim, where the material was tested for brittleness, crack sensitivity, and toughness at low temperatures.

The test programme showed that the steel grades had significantly greater variation in quality than anticipated. The test programme provided important knowledge and laid the foundation for stricter requirements for sulfur and phosphorus levels and for control of heat treatment during welding.

Work at a smelting furnace at thyssenkrupp’s Schwelgern facility in Germany.
In steel production, it is essential to remove unwanted elements such as sulfur, phosphorus, and oxygen. These impurities can make the steel brittle or weaken its strength. The photo shows work at a smelting furnace at thyssenkrupp’s Schwelgern facility in Germany. Photo: thyssenkrupp

The oil companies – now also including the three Norwegian players Statoil, Norsk Hydro and Saga Petroleum – responded by developing new requirements to ensure that the structural steel could withstand all parts of the fabrication process, while retaining weldability and other important properties.

Knowledge from Japan

At the same time, Japanese steelworks made a significant technological leap forward with the development of micro-alloyed, thermo-mechanical control process steel (TMCP).  The steel plates were rolled at a lower temperature and with controlled cooling. This resulted in a finer grain structure, higher ductility and better weldability –with less need for preheating and post-processing during fabrication at the shipyards.

Norwegian operators adopted the technology, initially through company requirements and later via the NORSOK standards.

The effect was more predictable material properties across material thicknesses and welding methods, and thus a lower risk of brittle zones in and near the weld.

Fracture mechanics

Another improvement was the introduction of fracture mechanics as a calculation tool for controlling brittle fracture and fatigue.

Fracture mechanics is the study of how cracks behave in materials and how large they can become before a structure loses its load-bearing capacity. Instead of viewing steel as “perfect”, fracture mechanics takes reality as its starting point: that there can always be small defects in different types of welded joints.

The steel jacket for the Hod facility during transport from Aker Verdal to the Hod field in 2021.
The steel jacket for the Hod facility during transport from Aker Verdal to the Hod field in 2021. Photo: Aker BP

The methodology makes it possible to calculate how stresses are concentrated around a crack tip, how quickly a crack will grow under cyclic loading, and what defect size is still acceptable without significantly reducing the safety of the structure.

Fracture mechanics became important for the offshore industry. The evidence basis for the assessment of defects and cracks was improved, making it possible to avoid unnecessary repairs that could aggravate the situation by introducing greater welding stresses, while at the same time documenting that the structure had sufficient safety margins even with the presence of minor defects.

This methodology was used in large field developments, resulting in better documented safety margins and fewer unnecessary interventions in critical welds.

Tolerating variation

Even with today’s advanced calculations, it is still the behaviour of the material and elements that determine structural safety. Robustness means that the structure must be able to withstand variations or changes, even beyond what is anticipated, in operating temperature, unexpectedly high waves, welding defects, and so on.

This is particularly evident in the work on life extension. Many platforms from the 1970s and 1980s are still in operation, and the knowledge gained during the construction phase is now being used to assess how long they can remain in place. Inspections, fatigue calculations, and assessment of residual capacity are key aspects of this. Methods have also been developed to improve old welds so that their service life can be extended in a documented and safe manner.

The NCS as an arena for learning

The major development projects – Statfjord, Gullfaks, Oseberg, Snorre – were, in practice, full-scale laboratories. Large structures, thousands of metres of welding, and demanding fabrications gave both engineers and operators a unique opportunity to understand what is important for achieving safe structures. This experience was crucial when the industry joined forces in the 1990s to develop the NORSOK standards: a common set of requirements for dimensioning, materials, fabrication and maintenance.

NORSOK was based on three premises:

The steel itself had to be robust and weldable.
The production and manufacturing methods had to ensure consistent quality.
Safety-critical knowledge should be shared – not kept secret.
This led to a generally good Norwegian practice whose standards were quickly recognised internationally. Several NORSOK requirements later became the basis for ISO standards, while others are used globally without being formally approved by international certification bodies.

From individual specifications to common standards

Before NORSOK was established in the 1990s, the requirements for structures on the NCS were fragmented. Each operator developed its own specifications and requirements. The result was a multitude of parallel specifications for steel, welding and fabrication, where the same design could have three or four different sets of requirements depending on who the operator was. This created unnecessary complexity and increased the risk of non-conformities in manufacture.

The need for a common standard became clear. Major developments in the 1980s had shown that gathering requirements was not just an administrative exercise, but a prerequisite for robustness and quality. One of the first concrete initiatives was to find a steel grade that could satisfy all three Norwegian oil companies’ material specifications – a task that in itself illustrated the challenge.

Common requirements and clear specifications make it possible to build, operate and maintain structures with predictable quality, regardless of the company, project or supply chain.

The facilities on the Johan Sverdrup field in the North Sea stand on large steel jackets that are anchored to the seabed with powerful piles. The water depth in the area is 110–120 meters.
The facilities on the Johan Sverdrup field in the North Sea stand on large steel jackets that are anchored to the seabed with powerful piles. The water depth in the area is 110–120 meters. Photo: Equinor

Consolidating the entire value chain

When the NORSOK project was launched in the early 1990s, the objective was clear: reduce costs, simplify and harmonise requirements, and improve the ability to document safety levels. The work united the entire value chain – operators, engineering companies, shipyards, steel manufacturers, welding suppliers and the authorities. A key objective was that safety-critical information should be shared, not kept secret for competitive advantage. This openness became one of the success factors.

The NORSOK standards that followed, such as M-101 (fabrication), M-120 (materials) and N-004 (design of offshore structures, including fatigue), led to fewer steel grades, more predictable fabrication and better control in both dimensioning and construction. At the same time, a precise “language” and better use of terminology were developed in the standards.

Competitive advantage

NORSOK also gained an important international role. When Norwegian experts met with ISO committees, they now had a common and well-developed knowledge base, which gave them considerable influence. Several ISO standards are now based directly on NORSOK requirements, and many countries and companies use them as “global standards” even though they are formally Norwegian.

At the same time, NORSOK is more than a set of requirements documents – it is a professional community. For more than three decades, experts from industry, research, and government have met to discuss non-conformities, experiences and new knowledge. The ongoing dialogue has been a competitive advantage both professionally, for our industry, and in terms of safety for the NCS.

Steel jacket under construction at Aker Verdal in Trøndelag.
In the first decades on the Norwegian continental shelf, extensive research, testing, and standardization were carried out for the design, construction, and maintenance of safe structures. The work demonstrated that safety requires targeted effort, and that robustness must be actively built. The image shows a steel jacket under construction at Aker Verdal in Trøndelag. Photo: NTB/Aftenposten

Key concepts

  • Structural steel: Steel grades used in load-bearing structures such as platforms and jacket structures. Characterised by a combination of strength, ductile properties, weldability and price-performance ratio.
  • Microalloyed steels: Steel with small amounts of alloying elements such as titanium, niobium and vanadium added to achieve better strength and ductility. These were key to the transition to more robust offshore materials.
  • TMCP steel (Thermo-Mechanical Control Process): Steel produced by thermo-mechanically controlled rolling. Low rolling temperature results in very small grains in the microstructure, which in turn provide high strength, good toughness and better weldability. Developed in Japan, it became very important on the NCS.
  • Carbon content: Affects weldability. Lower carbon reduces the risk of brittle weld zones and the need for preheating. TMCP has been developed to achieve high strength with low carbon content, resulting in good weldability.
  • Impurities (sulfur and phosphorus): Residual substances in steel which, at excessive levels, can cause brittleness and poorer properties, particularly in weld zones.
  • Heat Affected Zone (HAZ): The area around a weld where the microstructure is altered by heat. Prone to brittleness.
  • Preheating and stress relief annealing: Heat treatment before or after welding to reduce cracking. New steel grades made it possible to reduce the need for such treatment.
  • Cold bending/straightening: Forming steel sheets without heat. Modern TMCP steel allows this without any loss of properties.
  • Welding improvement (grinding, peening): Methods for improving stress conditions around welds and reducing the risk of fatigue cracks. Used on welded joints that are subject to fatigue loads and for extending service life.
  • Charpy test/Charpy V-notch: Impact strength test in which a test piece with a notch is impacted in order to measure how much energy is absorbed before fracture. Used to determine the transition temperature (the temperature at which steel changes from ductile to brittle).
  • CTOD test (Crack Tip Opening Displacement): Test that measures fracture toughness by analysing the opening in the crack tip when the sample is subjected to a load. Shows how well the material tolerates defects in critical welding zones.
  • Fatigue: Gradual damage development as a result of repeated load cycles. Crucial for offshore structures exposed to waves, wind and vibrations.
  • Brittle fracture: Sudden breakage in materials of low toughness. Critical for steel exposed to low temperatures and local defects.
  • Ductile properties: The material’s ability to deform before breaking.

Podcast

Safe and robust

During the first decades of activities on the NCS, extensive research, testing and standardisation were necessary for the design, construction and maintenance of safe structures.

This article is based on a conversation with Inge Lotsberg, DNV (specialises in fatigue and analysis of steel structures); Mons Hauge, Equinor (researcher in materials technology and structure-related tasks); and Morten A. Langøy, Havtil (works on structural safety and materials technology).

You can listen to the entire conversation here (in Norwegian only):