Eligehausen, Rolf2012-04-182016-03-312012-04-182016-03-311991369835174http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72127http://elib.uni-stuttgart.de/handle/11682/450http://dx.doi.org/10.18419/opus-433Reinforced 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.eninfo:eu-repo/semantics/openAccessBefestigungselement , Anker <Bauwesen> , Bruchmechanische Prüfung624bookPart