The objective of study is to investigate the mixed-mode (modes I, II and III) fracture behavior and crack interference mechanisms (i.e. strengthening interference, shielding interference and no interference) of pipes with multiple inclined surface cracks. A three-dimensional (3D) model established by FRANC 3D with ABAQUS is used to conduct the fatigue analysis under tension load. The influencing factors, including relative distance, circumferential angle, relative crack angle and crack size, are discussed through quantitative analyses. The interference mechanism between major crack and interference crack is also analyzed using the stress and displacement evolutions, normalized stress intensity factors (SIFs) distribution, etc. The results show that internal interference surface crack (IISC) generally accelerates crack growth at the deepest point of major crack when the relative depth of major crack is large, while it may initially exert an inhibitory effect at the small relative depth. Meanwhile, this interference typically inhibits crack growth at the surface point of major crack. Additionally, external interference surface crack (EISC) can inhibit crack growth at the surface and deepest points of major crack. The crack profile evolution analysis and the proposed interference factor can well reflect the multiple fracture mode interference laws between the cracks in pipes. Finally, a series of formulas are developed to evaluate the normalized crack driving force of major crack considering the effect of interference crack under mixed-mode conditions.
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