Cyclic-tearing behaviour and J–R curves of Indian NPP pipes under displacement-controlled cyclic loading

Abstract

Currently the ductile fracture assessment of cracked pipes, under earthquake loading, is based on the monotonic J–R curve where the earthquake load is considered as a one-time applied load monotonically increasing to its maximum magnitude. The cyclic nature of earthquake load and associated cyclic-tearing damage (or cyclic J–R curve) is not explicitly considered. A series of cyclic-tearing and monotonic fracture tests is performed on circumferential through-wall-cracked pipes and pipe welds (five material categories) which are used in Indian Nuclear Power Plants (NPPs) piping system. The fracture behaviour of these pipes under cyclic loading vis-à-vis monotonic loading has been studied. The cyclic J–R curves of all material categories are significantly lower than the monotonic J–R curves and found strongly dependent on the applied load-history. Hence, cyclic J–R curve shall be evaluated for the load-history which is consistent with plant site (anticipated seismic loading), piping system layout and the crack location. The maximum moment observed during cyclic loading test is lower by a small to moderate amount than that obtained in the monotonic fracture tests on identical pipe. A relation has been obtained for cracked pipes which assesses if large crack growth/tearing would take place under displacement-controlled cyclic loading.