Porovnání únosností ocelových rozpěrných kotev v betonu při zatížení statickou a cyklickou tahovou silou
Abstract eng: This 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.
Contributors:
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
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