Please use this identifier to cite or link to this item: http://dx.doi.org/10.18419/opus-433
Authors: Eligehausen, Rolf
Title: Behavior, design and testing of anchors in cracked concrete
Issue Date: 1991
metadata.ubs.publikation.typ: Buchbeitrag
metadata.ubs.publikation.source: Anchors in concrete : design and behavior. Detroit : ACI, 1991 (ACI publication 130), S. 123-175
URI: http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-72127
http://elib.uni-stuttgart.de/handle/11682/450
http://dx.doi.org/10.18419/opus-433
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.
Appears in Collections:02 Fakultät Bau- und Umweltingenieurwissenschaften

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