Analytical and numerical investigation using limit analysis on the ductile failure of pipes containing surface cracks. (October 2019)

• Record Type: Journal Article
• Authors: Mouwakeh, M.; Masri, S.; Meliani, M. Hadj; Suleiman, R.K.; Pluvinage, G.; Nait-Abdelaziz, M.
• Is Part Of: Engineering failure analysis. Volume 104(2019)
• Page Start: 480
• Page End: 489
• Publication Date: 2019-10
• Subjects: Limit analysis -- Constraint factor -- Surface crack -- Finite element analysis -- Polyethylene pipe; System failures (Engineering) -- Periodicals; Fracture mechanics -- Periodicals; Reliability (Engineering) -- Periodicals; Pannes -- Périodiques; Rupture, Mécanique de la -- Périodiques; Fiabilité -- Périodiques; Fracture mechanics; Reliability (Engineering); System failures (Engineering); Periodicals; Electronic journals; 620.112
• DOI: 10.1016/j.engfailanal.2019.06.007
• Languages: English
• ISSNs: 1350-6307

Abstract

Abstract: Using cracked pipes design standards and finite element analysis, the limit load analysis for pipes containing surface cracks was determined. The study was performed on five pipes of different diameters with a constant crack length and depth. The crack geometry is a semi-elliptical surface crack. The cracked pipes are subjected to internal pressures which are obtained from formulas of cracked pipes design standards. Due to the ductile behavior of polyethylene pipes, the failure occurs when the critical stress reaches a value equal to the ultimate tensile strength multiplied by a constraint factor. In this work, the constraint factor was calculated and its evolution with the pipe diameter was analyzed. Three different definitions of a constraint factor based on global or local approaches were also compared, so that a new failure criterion can be obtained. The new failure criterion makes the prediction of the pipe residual life possible which, in turn, facilitates a systematic approach to maintenance and replacement of pipes. Highlights: Limit load analysis for pipes containing surface cracks was determined. constraint factor was calculated and the pipe diameter was analyzed. The results of the standards in terms of critical failure pressures, critical stresses and constraint factors are close to each other. The constraint factor L ∗ are always smaller than the values of factor L for all diameters and for all standards. The deduced failure criterion based upon L ∗ enables the prediction of the remaining life of the studied pipes so that the maintenance and replacement works of drinking water pipes can be estimated