Lateral blow-out failure of headed studs near a free edge

Furche, Johannes; Eligehausen, Rolf

Lateral blow-out failure of headed studs near a free edge

dc.contributor.author	Furche, Johannes	de
dc.contributor.author	Eligehausen, Rolf	de
dc.date.accessioned	2012-04-18	de
dc.date.accessioned	2016-03-31T07:19:41Z
dc.date.available	2012-04-18	de
dc.date.available	2016-03-31T07:19:41Z
dc.date.issued	1991	de
dc.description.abstract	Pullout tests with headed studs placed near a free edge have been carried out. In most of the tests blow-out failure occurred. On the basis of this and other available test results an empirical equation for calculating the failure load was derived. The equation takes into account the influence of the edge distance, the concrete strength and the load bearing area. The equation for calculating the failure load shows good agreement with the test results. The equation for calculating the critical edge distance at which the failure mode changes to steel rupture or to concrete cone failure is given. The values for critical edge distance are different from the values in ACI 349, Appendix B, because of the ACI 349 overestimates the concrete capacity for large edge distances.	en
dc.identifier.other	369834062	de
dc.identifier.uri	http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72112	de
dc.identifier.uri	http://elib.uni-stuttgart.de/handle/11682/449
dc.identifier.uri	http://dx.doi.org/10.18419/opus-432
dc.language.iso	en	de
dc.rights	info:eu-repo/semantics/openAccess	de
dc.subject.classification	Befestigungselement , Anker <Bauwesen> , Bruchmechanische Prüfung	de
dc.subject.ddc	624	de
dc.title	Lateral blow-out failure of headed studs near a free edge	en
dc.type	bookPart	de
ubs.fakultaet	Fakultät Bau- und Umweltingenieurwissenschaften	de
ubs.institut	Institut für Werkstoffe im Bauwesen	de
ubs.opusid	7211	de
ubs.publikation.source	Anchors in concrete : design and behavior. Detroit : ACI, 1991 (ACI publication 130), S. 235-252	de
ubs.publikation.typ	Buchbeitrag	de

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