000002693 001__ 2693
000002693 005__ 20141118153423.0
000002693 04107 $$acze
000002693 046__ $$k2008-12-04
000002693 100__ $$aŠtrba, M.
000002693 24500 $$aPorovnání únosností ocelových rozpěrných kotev v betonu při zatížení statickou a cyklickou tahovou silou

000002693 24630 $$n1.$$p70 Years of FCE STU - Proceedings of the International Scientific Conference
000002693 260__ $$bSlovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008 
000002693 506__ $$arestricted
000002693 520__ $$2eng$$aThis paper presents information of the experimental research oriented to the steel fasteners – the steel expansion anchors – post-installed to concrete. There are two most frequent modes of failure of these anchors under tension loading – the concrete cone failure and the failure of steel bolt. Usually is the load-carrying capacity of anchors under static (monotonic) loading known only. These fastening members can be exposed to repeated (cyclic) loading too. There was made the tests of the specimens under static and repeated tension loading in the past in our place. Then it was made the experimental verification of behaviour of steel expansion anchors under the repeated loading and comparison with the static load-carrying capacity. In this paper some results of this experimental research are discussed and presented.

000002693 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002693 653__ $$aKotvení, ocelové rozpěrné kotvy, vytržení kužele betonu, porušení přetržením šroubu, cyklické a statické tahové zatížení, porovnání s experimentálními hodnotami.

000002693 7112_ $$aInternational Scientific Conference 70 Years of FCE STU$$cBratislava (SK)$$d2008-12-04 / 2008-12-05$$gHMC13
000002693 720__ $$aŠtrba, M.$$iKarmazínová, M.
000002693 8560_ $$ffischerc@itam.cas.cz
000002693 8564_ $$s568275$$uhttp://invenio.itam.cas.cz/record/2693/files/02_D_Strba_Karmazinova.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002693 962__ $$r2540
000002693 980__ $$aPAPER