2015
DOI: 10.1590/1679-78251664
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Interaction Analysis of Non-aligned Cracks Using Extended Finite Element Method

Abstract: Multiple flaws are frequently occurred in actual components, such as pressure vessels and power plants. These flaws will in some circumstances lead to more severe effects than single flaw alone. Assessment of the interaction behavior is based on the evaluation of alignment and combination of these multiple flaws. In the current standards, multiple cracks are treated as an equivalent single crack if the distance between two cracks satisfies a prescribed criterion. First, this study introduces the current alignm… Show more

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Cited by 12 publications
(8 citation statements)
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“…Various crack interaction and coalescence rules (e.g., alignment rules, combination rules) have been proposed in literature [77][78][79][80][81] based on fracture mechanics analysis. Wang and co-authors [77] provide FPZ-based rules for multiple crack interaction and coalescence.…”
Section: An Algorithm To Estimate Failure Pathsmentioning
confidence: 99%
See 2 more Smart Citations
“…Various crack interaction and coalescence rules (e.g., alignment rules, combination rules) have been proposed in literature [77][78][79][80][81] based on fracture mechanics analysis. Wang and co-authors [77] provide FPZ-based rules for multiple crack interaction and coalescence.…”
Section: An Algorithm To Estimate Failure Pathsmentioning
confidence: 99%
“…Wang and co-authors [77] provide FPZ-based rules for multiple crack interaction and coalescence. In these rules, crack interaction and coalescence are based on the Euclidean distance between cracks tips (for e.g., see [ [81]. In this paper, we take advantage of these crack interaction and coalescence rules that are built on sound fracture mechanics underpinnings to develop FPZ-based graph surrogate model to estimate failure paths.…”
Section: An Algorithm To Estimate Failure Pathsmentioning
confidence: 99%
See 1 more Smart Citation
“…Interface elements equipped with cohesive zone models have been used (Alfano and Crisfield 2001;Alfano and Crisfield 2003;Blackman et al 2003;Chen et al 1999;Crisfield and Alfano 2002;Ostergaard et al 2011;Qiu et al 2001) in the cases in which the crack path is predictable. The extended finite element method (XFEM) (Belytschko and Black 1999;Bidokhti and Shahani 2015;Dolbow and Belytschko 1999;Shi et al 2010) allows cracks to pass through the elements leading to better approximations of crack paths without remeshing.…”
Section: Introductionmentioning
confidence: 99%
“…On the other hand, Bidokhti and Shahani [10] also studied the multiple cracks however the cracks are non-aligned. Meanwhile, Wen et al [11] also studied the multiple surface cracks under fatigue loading.…”
mentioning
confidence: 99%