With submarine pipelines increasing in diameter and extending into deeper waters and more challenging environments, design requirements for concrete weight coating do often not meet current needs. The result is inconsistent safety margins and potentially expensive overdesign and stringent installation requirements. DNV GL has now kicked off the first phase of a joint industry project (JIP) to address these issues and improve the understanding of pipeline concrete behaviour. The aim is to develop a design guideline that complements current pipeline codes and standards. The JIP is still open for participants.
Concrete weight coating is widely used to protect submarine pipelines and ensure stability on the seabed. The current design approach for pipeline concrete coating is primarily based on simple and general design requirements. The method has proven reasonably reliable for most traditional pipelines, but does not capture all potential failure modes. In recent times, several cases of concrete coating damage have been observed during installation and operation phases, with varying degrees of severity and potential risk.
The JIP is relevant for pipeline operators, designers, installation contractors and coating contractors. “Many industry players have expressed a wish for a more thorough understanding of the behaviour of pipeline concrete weight coating during the installation and operational phases," said Nguyen Thi Bich Ngoc, JIP project manager. "They expect more specific acceptance criteria, a less conservative approach to the strain in the concrete coating subject to bending and a more accurate estimate of the strain concentration factor at the field joints. These are challenging issues that we want to explore in depth with this joint industry project. Current participants include Petrobras, Saipem, Bredero Shaw, SVAP and Wasco Coatings, and we still welcome new participants,” she adds.
Preliminary studies conducted by DNV GL suggest that in-depth knowledge about the contribution of and interaction among several factors is needed to understand pipeline concrete coating behaviour (e.g. the shear transfer capacity, coating thickness, strength, fabrication method, type, location, spacing, percentage steel reinforcement and loads). It is important that these factors are validated against recent test results and combined with knowledge gained from industry experience before being incorporated into pipeline codes and standards.
The JIP will lead to a rational design approach based on a quantitative understanding of concrete-coating behaviour in response to external loads and the interaction between the important mechanisms and factors that influence this behaviour. The first phase of the JIP will develop a design approach for pipeline concrete coating and is due for completion by December 2015. The second phase is for an experimental validation of the design approach and development of a design guideline for pipeline concrete coating. The JIP is expected to be completed by the end of 2016.