The encyclopedia · Engineering & Operations · Technical decision · 1991
The Sleipner A platform sank in 1991 — a $700M engineering failure
Statoil's concrete platform collapsed during construction when a design flaw in the cell walls buckled at 65 meters. The hull was a total loss at $700M.
Statoil (now Equinor) · Norwegian Contractors · 1991-08-23
What happened
The Sleipner A platform was a Condeep-type concrete offshore gas platform being built for Statoil in the North Sea. On 23 August 1991, during a controlled ballasting operation in Gandsfjord, Norway, the gravity-base structure suddenly flooded and sank in 65 meters of water. The hull was a total loss. No one was injured because the platform was evacuated before the operation.
An investigation traced the failure to a design flaw in the cell walls of the concrete structure. The finite element analysis, run on the NASTRAN software package, had underestimated the shear forces by 47 percent. The concrete walls were designed too thin for the hydrostatic pressure they would face at depth. The analysis had used an unconservative concrete code and had failed to model the proper boundary conditions.
The hull was eventually redesigned and rebuilt at a cost of roughly $700 million, and the Sleipner A platform began gas production in 1993. The case became a standard textbook example of how finite element analysis must be validated against physical testing. The collapse remains one of the most expensive engineering design failures in history.
Why it happened
- The finite element analysis underestimated shear forces by 47 percent, making the concrete walls too thin to withstand the hydrostatic pressure at depth.
- The analysis used unconservative concrete codes that did not match the actual behavior of the material under the loads it would experience.
- The design team did not validate the finite element model with physical testing before proceeding with construction.
- The complexity of the Condeep structure — a series of interconnected cells — meant that a single design error propagated through the entire structure.
The lesson
A finite element analysis is only as good as the assumptions it encodes. When the model says 47 percent less force than the physics delivers, the platform does not care about your code.
Sources
- Sleipner A — Wikipedia
- Der Zusammenbruch der Sleipner-Plattform — Deutschlandfunk (1991 collapse investigation in German)
- The Sleipner sinking and Draugen — Industriminne Norway (engineering history)
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