Project/Technology Description:
This project extended existing compressive and tensile strain capacity models to realistic design and application scenarios. At least two failure modes, tensile rupture and compressive buckling, are possible when pipelines are subjected to large longitudinal strains. Current practice is to treat these failure modes separately.
Project components were to develop a unified Strain Base Design (SBD) methodology in which compressive and tensile strain limit states can be analyzed in a consistent manner, and to bring compressive strain models to the same level of refinement and consistency as the tensile strain models.