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Authors: Eligehausen, Rolf
Title: Behavior, design and testing of anchors in cracked concrete
Issue Date: 1991 Buchbeitrag Anchors in concrete : design and behavior. Detroit : ACI, 1991 (ACI publication 130), S. 123-175
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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