Issue 50

M. Belhamiani et alii, Frattura ed Integrità Strutturale, 50 (2019) 623-637; DOI: 10.3221/IGF-ESIS.50.53 637 [26] www.xlstat.com [27] Hill, R. (1998) The mathematical theory of plasticity. Oxford : New York: Clarendon Press ; Oxford University Press (Oxford engineering science series, 11). [28] Carter, A.J. (1992). A library of limit loads for FRACTURE-TWO. Nuclear Electric Report TD/SID/REP/0191. [29] Chell, G.G. (1979). Elastic-plastic fracture mechanics. Applied Science Publishers, pp. 67-105. [30] Folias, E.S. (1975). On the fracture of nuclear reactor tubes. SMIRT III London, Paper C4/5. [31] Erdogan, F. (1976). Ductile fracture theories for pressurised pipes and containers, International Journal of Pressure Vessels and Piping, 4(4), pp. 253–283. DOI: 10.1016/0308-0161(76)90001-6. [32] Zahoor, A., Wilkowski, G.M., Abou-Sayed, I., Marschall, C.W., Broek, D., Sampath, S.G., Rhee, H., & Ahmad, J.I. (1982). Instability predictions for circumferentially cracked Type-304 stainless-steel pipes under dynamic loading. Final report. [BWR]. [33] Kastner, W. et al. (1981). Critical crack sizes in ductile piping, International Journal of Pressure Vessels and Piping, 9(3), pp. 197–219. DOI: 10.1016/0308-0161(81)90002-8. N OMENCLATURE a Crack depth c Crack length L Composite overwrap length R o The outer diameter R m The medium diameter R i The internal diameter L p Pipe length t Pipe thickness J J integral W Strain energy density T i The components of the traction vector u i The displacement vector components x, y The rectangular coordinates LEFM Linear Elastic Fracture Mechanics EPFM Elastic Plastic Fracture Mechanics HRR Hutchinson, Rice and Rosengren equations FEA Finite Element Analyses Reference stress Yield stress N Strain hardening component r, The polar coordinates P Pressure loading PLP Plastic Limit Pressure Crack angle Dimensionless pressure ( ) Dimensionless crack length ( ) Dimensionless composite overwrap length ( ) Dimensionless crack depth ( ) 0  Y    P p Y p   l l l t  L L L t  a a a t 