Strength tests of flat glass by means of four-point bending
dc.bibliographicCitation.firstPage | 9 | |
dc.bibliographicCitation.journalTitle | Glass Science and Technology | eng |
dc.bibliographicCitation.lastPage | 15 | |
dc.bibliographicCitation.volume | 67 | |
dc.contributor.author | Blank, Kurt | |
dc.contributor.author | Dürkop, Detlev | |
dc.contributor.author | Durchholz, Michael | |
dc.contributor.author | Grüters, Hugo | |
dc.contributor.author | Helmich, Gerd | |
dc.contributor.author | Senger, Wolfgang | |
dc.date.accessioned | 2024-01-08T09:59:48Z | |
dc.date.available | 2024-01-08T09:59:48Z | |
dc.date.issued | 1994 | |
dc.description.abstract | The strength of flat glass, especially of tempered or heat-strengthened flat glass, can be determined by means o f the four-point bending method according to a German standard. The strength of a specimen is defined as the tensile stress in its central part at failure, and this failure stress is calculated using the Bernoulli beam bending theory. However, the basic conditions o f this theory are not fulfilled in the experiments. Deviations from the method o f evaluation, as specified in the standard, are pointed out in this paper using a nonlinear theory of shells; the numerical calculations were confirmed by experiments. | eng |
dc.description.version | publishedVersion | |
dc.identifier.uri | https://oa.tib.eu/renate/handle/123456789/14368 | |
dc.identifier.uri | https://doi.org/10.34657/13398 | |
dc.language.iso | eng | |
dc.publisher | Offenbach : Verlag der Deutschen Glastechnischen Gesellschaft | |
dc.relation.issn | 0946-7475 | |
dc.rights.license | CC BY 3.0 DE | |
dc.rights.uri | https://creativecommons.org/licenses/by/3.0/de/ | |
dc.subject.ddc | 660 | |
dc.title | Strength tests of flat glass by means of four-point bending | eng |
dc.type | Article | eng |
dc.type | Text | eng |
tib.accessRights | openAccess |
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