01893nam 2200385z- 450 9910346720903321202102111-000-04486-6(CKB)4920000000094492(oapen)https://directory.doabooks.org/handle/20.500.12854/45969(oapen)doab45969(EXLCZ)99492000000009449220202102d2015 |y 0gerurmn|---annantxtrdacontentcrdamediacrrdacarrierEin Verbundmodell für Stahlbeton unter Berücksichtigung der BetonschädigungKIT Scientific Publishing20151 online resource (xvii, 264 p. p.)Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe3-7315-0316-6 The reason for this research are the differences of the bond stress-slip relationships between pullout, push-in and tension tie specimen. A general admitted bond stress-slip law is developed which bases upon analytical consideration. The new developed bond stress-slip law considers the three-dimensional stress state of concrete in front of the rib of the reinforcing bar.History of engineering and technologybicsscAusdrückkörper und Dehnkörperbond in concrete / analytical bond model / pulloutpush-in and tension tie specimenVerbundverhalten Stahlbeton / analytisches Verbundmodell / AusziehkörperHistory of engineering and technologyAuer Michaelauth1313371BOOK9910346720903321Ein Verbundmodell für Stahlbeton unter Berücksichtigung der Betonschädigung3031349UNINA