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dc.creatorYounise, B.
dc.creatorSedmak, A.
dc.creatorMilosevic, N.
dc.creatorRakin, Marko
dc.creatorMeđo, Bojan
dc.date.accessioned2022-03-04T11:14:00Z
dc.date.available2022-03-04T11:14:00Z
dc.date.issued2020
dc.identifier.issn2452-3216
dc.identifier.urihttp://TechnoRep.tmf.bg.ac.rs/handle/123456789/4752
dc.description.abstractTrue stress-strain curves of HSLA steel welded joint regions were estimated by using numerical simulation of strains measured by DIC and special iteration procedure to match the results. Strains were measured at certain level of loading in all regions of welded joint with different tensile properties, namely base metal (BM), weld metal (WM) and two subzones of Heat-Affected-Zone (fine grain, FGHAZ, and coarse grain CGHAZ). By converting engineering stress (load divided by initial cross section area) into true stress, experimental true stress-true strain curves are obtained and used as initial iteration for the Finite Element Method (FEM) simulation, after being fitted by the power law relation for stress-strain curves. Obtained results are then compared with the experimental results to fmd the differences and make appropriate correction in power law curves and make as many iterations as needed before the differences become small enough. This procedure has been verified by an example of welded tensile panel.en
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.source1st Virtual European Conference on Fracture - Vecf1
dc.subjectFatigue cracken
dc.subjectfinite element methoden
dc.subjectwelded joint zonesen
dc.subjectpressure vessel steelen
dc.titleTrue Stress-strain Curves for HSLA Steel Weldment - Iteration Procedure Based on DIC and FEMen
dc.typearticle
dc.rights.licenseBY-NC-ND
dc.citation.epage1997
dc.citation.other28(): 1992-1997
dc.citation.spage1992
dc.citation.volume28
dc.identifier.doi10.1016/j.prostr.2020.11.023
dc.identifier.fulltexthttp://TechnoRep.tmf.bg.ac.rs/bitstream/id/7999/True_stress_strain_pub_2020.pdf
dc.identifier.scopus2-s2.0-85099803690
dc.identifier.wos000632387500226
dc.type.versionpublishedVersion


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Приказ основних података о документу