Behavior, design and testing of anchors in cracked concrete

dc.contributor.author	Eligehausen, Rolf	de
dc.date.accessioned	2012-04-18	de
dc.date.accessioned	2016-03-31T07:19:42Z
dc.date.available	2012-04-18	de
dc.date.available	2016-03-31T07:19:42Z
dc.date.issued	1991	de
dc.description.abstract	Reinforced concrete structures will generally be cracked under service load due to tensile stresses caused by loads or by the restraint of imposed deformations. Therefore, in general, the design of anchors should be based on the assumption that the concrete is cracked.	en
dc.identifier.other	369835174	de
dc.identifier.uri	http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72127	de
dc.identifier.uri	http://elib.uni-stuttgart.de/handle/11682/450
dc.identifier.uri	http://dx.doi.org/10.18419/opus-433
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	Behavior, design and testing of anchors in cracked concrete	en
dc.type	bookPart	de
ubs.fakultaet	Fakultät Bau- und Umweltingenieurwissenschaften	de
ubs.institut	Institut für Werkstoffe im Bauwesen	de
ubs.opusid	7212	de
ubs.publikation.source	Anchors in concrete : design and behavior. Detroit : ACI, 1991 (ACI publication 130), S. 123-175	de
ubs.publikation.typ	Buchbeitrag	de

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