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dc.contributor.authorA. Emran, Ismail-
dc.contributor.authorAhmad Kamal, Ariffin-
dc.contributor.authorShahrum, Abdullah-
dc.contributor.authorMariyam Jameelah, Ghazali-
dc.contributor.authorRuslizam, Daud, Dr.-
dc.contributor.authorM. Abdul, Razzaq-
dc.contributor.authorA., Zulkifli-
dc.date.accessioned2014-06-09T08:42:17Z-
dc.date.available2014-06-09T08:42:17Z-
dc.date.issued2011-04-
dc.identifier.citationApplied Mechanics and Materials, vol. 52-54, 2011, pages 37-42en_US
dc.identifier.issn1660-9336-
dc.identifier.urihttp://www.scientific.net/AMM.52-54.37-
dc.identifier.urihttp://dspace.unimap.edu.my:80/dspace/handle/123456789/35209-
dc.descriptionLink to publisher's homepage at http://www.ttp.net/en_US
dc.description.abstractThis paper presents a non-linear numerical investigation of surface cracks in round bars under tension stresses by using ANSYS finite element analysis (FEA). Due to the symmetrical analysis, only quarter finite element (FE) model was constructed and special attention was given at the crack tip of the cracks. The surface cracks were characterized by the dimensionless crack aspect ratio, a/b = 0.6, 0.8, 1.0 and 1.2, while the dimensionless relative crack depth, a/D = 0.1, 0.2 and 0.3. The square-root singularity of stresses and strains were modeled by shifting the mid-point nodes to the quarter-point locations in the region around the crack front. The proposed model was validated with the existing model before any further analysis. The elastic-plastic analysis under tension loading was assumed to follow the Ramberg-Osgood relation with n = 5 and 10. J values were determined for all positions along the crack front and then, the limit load was predicted using the J values obtained from FEA through the reference stress method.en_US
dc.language.isoenen_US
dc.publisherTrans Tech Publicationsen_US
dc.subjectFinite element analysisen_US
dc.subjectJ-integralen_US
dc.subjectLimit loaden_US
dc.subjectStress intensity factoren_US
dc.subjectSurface cracken_US
dc.titleJ-integral analysis of surface cracks in round bars under tension loadingsen_US
dc.typeArticleen_US
dc.identifier.url10.4028/www.scientific.net/AMM.52-54.37-
dc.contributor.urlemran@uthm.edu.myen_US
dc.contributor.urlkamal@eng.ukm.myen_US
dc.contributor.urlshahrum@eng.ukm.myen_US
dc.contributor.urlmariyam@eng.ukm.myen_US
dc.contributor.urlruslizam@unimap.edu.myen_US
dc.contributor.urlhindawy@eng.ukm.myen_US
dc.contributor.urlzulkola@eng.ukm.myen_US
Appears in Collections:Ruslizam Daud, Assoc Prof. Ir. Dr.

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