Abstract
High-density polyethylene (HDPE) is one of the most widely used materials in fluid transport networks due to its good resistance to wear and corrosion, ease of installation, and low cost. However, HDPE is a flexible material and therefore more vulnerable to scratches and other types of damage during transport and installation. Therefore, accurate prediction of crack initiation pressure in damaged pipes is a very important point in the safety analysis of HDPE piping systems. In this study, a new semi-empirical formulae, which predicts this critical pressure, is developed. The cracking pressure depends on the mechanical characteristics of the material and the geometric parameters (pipe geometry and defect size). A parametric study based on numerical simulations was established in order to quantify the influence of each parameter on the cracking pressure. The pressures calculated by the proposed formulae in a HDPE pipe having a superficial defect are in good agreement with the burst pressure determined experimentally for the same geometry.
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References
A. N. S. Institute (1991) Manual for determining the remaining strength of corroded pipelines: a supplement to ASME B31 code for pressure piping
Ben Amara M, Pluvinage G, Capelle J, Azari Z (2015) Crack tip opening angle as a fracture resistance parameter to describe ductile crack extension and arrest in steel pipes under service pressure. Phys Mesomech 18(4):355–369
Benhamena A, Bouiadjra B, Amrouche A, Mesmacque G, Benseddiq N, Benguediab M (2010) Three finite element analysis of semi-elliptical crack in high density poly-ethylene pipe subjected to internal pressure. Mater Des 31(6):3038–3043
Benhamena A, Aminallah L, Bouiadjra B, Benguediab M, Amrouche A, Benseddiq N (2011) J integral solution for semi-elliptical surface crack in high density poly-ethylene pipe under bending. Mater Des 32(5):2561–2569
Bouaziz MA, Guidara MA, Schmitt C (2015) Failure analysis of HDPE pipe for drinking water distribution and transmission. Design and modeling of mechanical systems—II, pp 407–414. In: Proceedings of the sixth conference on design and modeling of mechanical systems, CMSM’2015, March 23–25, Hammamet, Tunisia
Eringen W (1967) Mechanics of continua. Wiley, New York
Guidara MA, Bouaziz MA, Schmitt C, Capelle J, Haj Taïeb E, Azari Z, Hariri S (2015) Structural integrity assessment of defected high density poly-ethylene pipe: Burst test and finite element analysis based on J-integral criterion. EFA 57:282–295
Kiefner J, Maxey W, Eiber R, Duffy A (1973) Failure stress levels of flaws in pressurized cylinders. In: ASTM STP, vol 536, Philadelphia, pp 461–481
Miller A (1988) Review of limit loads of structures containing defects. Int J Press Vessel Pip
Staat M (2004) Plastic collapse analysis of longitudinally flawed pipes and vessels. Nucl Eng Des
Staat M (2005) Local and global collapse pressure of longitudinally flawed pipes and cylindrical vessels. Int J Press Vessel Pip
Timoshenko S, Goodier J (1970) Theory of elasticity. New York
Westergaard H (1952) Theory of elasticity and plasticity
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Bouaziz, M.A., Guidara, M.A., Dallali, M., Schmitt, C., Taieb, E.H., Azari, Z. (2018). Collapse Analysis of Longitudinally Cracked HDPE Pipes. In: Haddar, M., Chaari, F., Benamara, A., Chouchane, M., Karra, C., Aifaoui, N. (eds) Design and Modeling of Mechanical Systems—III. CMSM 2017. Lecture Notes in Mechanical Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-66697-6_54
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DOI: https://doi.org/10.1007/978-3-319-66697-6_54
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