Please use this identifier to cite or link to this item: https://doi.org/10.1111/j.1460-2695.2010.01519.x
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dc.titleA hybrid approach to determine fracture resistance for mode i and mixed-mode i and II fracture specimens
dc.contributor.authorQian, X.
dc.contributor.authorYang, W.
dc.date.accessioned2014-06-16T09:29:15Z
dc.date.available2014-06-16T09:29:15Z
dc.date.issued2011-05
dc.identifier.citationQian, X., Yang, W. (2011-05). A hybrid approach to determine fracture resistance for mode i and mixed-mode i and II fracture specimens. Fatigue and Fracture of Engineering Materials and Structures 34 (5) : 305-320. ScholarBank@NUS Repository. https://doi.org/10.1111/j.1460-2695.2010.01519.x
dc.identifier.issn8756758X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/54260
dc.description.abstractThis paper proposes a hybrid approach to determine the fracture resistance for mode I and mixed-mode I and II fracture specimens, combining both numerically computed and experimentally measured load (P) versus load-line displacement (LLD or Î) relationships for metallic fracture specimens. The hybrid approach predicates on the same principle as the conventional, multiple-specimen experimental method in determining the energy release rate. The hybrid method computes the P-Î curves from multiple finite element (FE) models, each with a different crack depth. The experimental procedure measures the P-Î curve from a standard fracture specimen with a growing crack. The intersections between the experimental P-Î curve and the numerical P-Î curves from multiple FE models dictate the LLD levels to compute the strain energy (U) using the area under the numerical P-Î curves. This method provides accurate estimates of the J resistance data for both SE(B) specimen under mode I loading and single-edge notched specimens under mixed-mode I and II loading. © 2010 Blackwell Publishing Ltd.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1111/j.1460-2695.2010.01519.x
dc.sourceScopus
dc.subjectfracture resistance
dc.subjectJ-R curve
dc.subjectJ-resistance curve
dc.subjectmixed-mode
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.doi10.1111/j.1460-2695.2010.01519.x
dc.description.sourcetitleFatigue and Fracture of Engineering Materials and Structures
dc.description.volume34
dc.description.issue5
dc.description.page305-320
dc.description.codenFFESE
dc.identifier.isiut000289170600001
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