A fracture-propagation-control model for pipelines transporting CO2-rich mixtures including a new method for material-model calibration. (15th July 2017)

• Record Type: Journal Article
• Authors: Nordhagen, H.O.; Munkejord, S.T.; Hammer, M.; Gruben, G.; Fourmeau, M.; Dumoulin, S.
• Is Part Of: Engineering structures. Volume 143(2017:Jul. 15)
• Page Start: 245
• Page End: 260
• Publication Date: 2017-07-15
• Subjects: Carbon dioxide -- Finite-element method (FEM) -- Computational fluid dynamics (CFD) -- Fluid–structure -- Running-ductile fracture -- Pipeline -- West-Jefferson -- Decompression -- Fracture propagation control; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.04.015
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: We consider fracture-propagation control in pipelines transporting CO2 -rich mixtures. The fluid and structure models are physically based and fully coupled. We present a new material-model calibration method using available data as input. Good agreement is found with three published medium-scale crack-arrest experiments. We discuss the stress state ahead of the crack tip. Abstract: This work considers a predictive numerical modelling approach for fracture-propagation control in CO 2 -transport pipelines, an area where current engineering tools do not work. Fluid–structure interaction model simulations are compared with three published medium-scale crack-arrest experiments with CO 2 -rich mixtures. The fluid flow is calculated by a one-dimensional homogeneous equilibrium model, and the thermodynamic properties of CO 2 are modelled using the Span–Wagner and the Peng–Robinson equation of state. The pipe material is represented by a finite-element model taking into account large deformations and fracture propagation. Material data commonly found in the literature for steel pipes in crack-arrest experiments is not sufficient to directly calibrate the material model used here. A novel three-step calibration procedure is proposed to fill the information gap in the material data. The resulting material model is based on J 2 plasticity and a phenomenological ductile fracture criterion. It is shown that the numerical model provides good predictions of the pressure along the pipe, the ductile fracture speed and a conservative estimate of the final crack length. An approximately plane-strain stress state ahead of crack tip implies that a fracture criterion accounting for a wide range of stress states is not necessary.