Stress and strain analyses of rectangular plates for large deformations Part 2. Calculation of fracture probabilities in rectangular plates under area load

dc.bibliographicCitation.firstPage93
dc.bibliographicCitation.journalTitleGlastechnische Berichte
dc.bibliographicCitation.lastPage95
dc.bibliographicCitation.volume63
dc.contributor.authorGrüters, Hugo
dc.contributor.authorHackl, Klaus
dc.contributor.authorWillms, Heinrich
dc.date.accessioned2024-08-28T15:54:13Z
dc.date.available2024-08-28T15:54:13Z
dc.date.issued1990
dc.description.abstractThe second part of this paper is a supplement to part 1 [1] by a statistical evaluation. At free-edge positioning of the plate and uniform area load, diagrams are shown for the determination of fracture probabihty according to Weibull using given experimentally determined parameters.ger
dc.description.versionpublishedVersion
dc.identifier.urihttps://oa.tib.eu/renate/handle/123456789/15097
dc.identifier.urihttps://doi.org/10.34657/14119
dc.language.isoeng
dc.publisherOffenbach : Verlag der Deutschen Glastechnischen Gesellschaft
dc.relation.issn0017-1085
dc.rights.licenseCC BY 3.0 DE
dc.rights.urihttps://creativecommons.org/licenses/by/3.0/de/
dc.subject.ddc660
dc.titleStress and strain analyses of rectangular plates for large deformations Part 2. Calculation of fracture probabilities in rectangular plates under area loadger
dc.typeArticle
dc.typeText
tib.accessRightsopenAccess
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