LEADER 01893nam  2200385z- 450 
001 9910346720903321
005 20210211
010   $a1-000-04486-6
035   $a(CKB)4920000000094492
035   $a(oapen)https://directory.doabooks.org/handle/20.500.12854/45969
035   $a(oapen)doab45969
035   $a(EXLCZ)994920000000094492
100   $a20202102d2015      |y         0
101 0 $ager
135   $aurmn|---annan
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aEin Verbundmodell fu?r Stahlbeton unter Beru?cksichtigung der Betonscha?digung
210   $cKIT Scientific Publishing$d2015
215   $a1 online resource (xvii, 264 p. p.)
225 1 $aKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
311 08$a3-7315-0316-6 
330   $aThe 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.
606   $aHistory of engineering and technology$2bicssc
610   $aAusdru?ckko?rper und Dehnko?rper
610   $abond in concrete / analytical bond model / pullout
610   $apush-in and tension tie specimen
610   $aVerbundverhalten Stahlbeton / analytisches Verbundmodell / Ausziehko?rper
615  7$aHistory of engineering and technology
700   $aAuer$b Michael$4auth$01313371
906   $aBOOK
912   $a9910346720903321
996   $aEin Verbundmodell für Stahlbeton unter Berücksichtigung der Betonschädigung$93031349
997   $aUNINA