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dc.contributor.authorYu, Haiyang
dc.contributor.authorOlsen, Jim Stian
dc.contributor.authorAlvaro, Antonio
dc.contributor.authorOlden, Vigdis
dc.contributor.authorHe, Jianying
dc.contributor.authorZhang, Zhiliang
dc.date.accessioned2019-05-06T12:22:17Z
dc.date.available2019-05-06T12:22:17Z
dc.date.created2016-03-13T16:57:00Z
dc.date.issued2016
dc.identifier.citationEngineering Fracture Mechanics. 2016, 157 56-71.nb_NO
dc.identifier.issn0013-7944
dc.identifier.urihttp://hdl.handle.net/11250/2596617
dc.description.abstractThe degrading effect of hydrogen on high strength steels is well recognized. The hydrogen degradation is dependent not only on hydrogen content, but also on geometric constraints or equivalently, level of stress triaxiality, which means the hydrogen degradation locus is not likely to be a unique material property. Experimental data on notched tensile tests reported by Wang et al. are analyzed via cohesive zone modeling, and a cohesive strength based uniform hydrogen degradation law is proposed upon normalization of hydrogen degradation loci with different specimen geometries. Since the effects of hydrogen content and geometric constraints are decoupled during normalization, the proposed law is applicable to all the specimen geometries as a material property. This law is subsequently applied to simulate the constant loading tests performed on the same material. Excellent agreement is observed between the simulation and test results in terms of incubation time for fracture initiation and highest permissible initial hydrogen content. The inconsistency observed in one of the cases is discussed, suggesting that the effects of strain rate and stress relaxation need to be taken into account in order to improve the transferability of the degradation law calibrated from tensile tests to constant loading situations.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleA uniform hydrogen degradation law for high strength steelsnb_NO
dc.title.alternativeA uniform hydrogen degradation law for high strength steelsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber56-71nb_NO
dc.source.volume157nb_NO
dc.source.journalEngineering Fracture Mechanicsnb_NO
dc.identifier.doi10.1016/j.engfracmech.2016.02.001
dc.identifier.cristin1344104
dc.relation.projectNorges forskningsråd: 234130nb_NO
dc.description.localcodeThis article will not be available due to copyright restrictions (c) 2016 by Elseviernb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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