"The influence of various steel anchor members arrangement on load-carrying capacity of anchor connection"@en . "1"^^ . "The influence of various steel anchor members arrangement on load-carrying capacity of anchor connection"@en . . "[B5E15A598F2C]" . "1"^^ . . . . . "Problematika skute\u010Dn\u00E9ho p\u016Fsoben\u00ED kotven\u00ED je ned\u00EDlnou sou\u010D\u00E1st\u00ED n\u00E1vrhu stavebn\u00EDho d\u00EDla p\u016Fsob\u00EDc\u00EDho v re\u00E1ln\u00E9m prost\u0159ed\u00ED. \u010Cl\u00E1nek je zam\u011B\u0159en na skute\u010Dn\u00E9 p\u016Fsoben\u00ED kotven\u00ED tvo\u0159en\u00E9ho skupinou dvou lepen\u00FDch ocelov\u00FDch kotev p\u0159i statick\u00E9m zat\u00ED\u017Een\u00ED tahovou silou. Kotvy jsou um\u00EDst\u011Bny v dostate\u010Dn\u00E9 vzd\u00E1lenosti od okraje betonov\u00E9ho t\u011Blesa tak, aby byl vylou\u010Den vliv mal\u00E9 vzd\u00E1lenosti od okraje na \u00FAnosnost p\u0159i poru\u0161en\u00ED betonu. Experimenty byly prov\u00E1d\u011Bny pro r\u016Fzn\u00E9 pr\u016Fm\u011Bry kotev ve dvou mezn\u00EDch vzd\u00E1lenostech mezi sebou. V\u00FDslledky experiment\u016F budou pou\u017Eity k verifikaci numerick\u00FDch model\u016F."@cs . "80-02-01768-4" . "RIV/00216305:26110/05:PU56240!RIV06-GA0-26110___" . . "549385" . . . "\u010Cesk\u00E1 stavebn\u00ED spole\u010Dnost, WTA CZ" . "This article describes the real behaviour of anchoraging system in the context of complex structure design. The problem of real anchorage behaviour as a part of anchorage joint which consists of couple of steel bonded anchors and which is loaded by static tension force is an important part of the structures design. The anchors are placed in sufficient distance from edges of the concrete body so that the effect of small distance from edges on bearing capacity at concrete failure is eliminated. Article coontains results of the carried out experiments for various diameters of anchors in two boundary distances between them. In ongoing research the results are going to be used for verifying the numerical models."@en . "6"^^ . "RIV/00216305:26110/05:PU56240" . . "369-374" . "Sanace a rekonstrukce staveb" . "Bajer, Miroslav" . "real anchorage behaviour, steel bonded anchors, numerical models"@en . "Vliv rozm\u00EDst\u011Bn\u00ED n\u011Bkter\u00FDch typ\u016F ocelov\u00FDch kotev na \u00FAnosnost kotevn\u00EDho sty\u010Dn\u00EDku" . "26110" . "P(1M0579), P(GA103/05/0085)" . "Vliv rozm\u00EDst\u011Bn\u00ED n\u011Bkter\u00FDch typ\u016F ocelov\u00FDch kotev na \u00FAnosnost kotevn\u00EDho sty\u010Dn\u00EDku"@cs . . "Brno, \u010Cesk\u00E1 republika, 2005" . . . "Vliv rozm\u00EDst\u011Bn\u00ED n\u011Bkter\u00FDch typ\u016F ocelov\u00FDch kotev na \u00FAnosnost kotevn\u00EDho sty\u010Dn\u00EDku"@cs . "Brno" . . . "2005-11-02+01:00"^^ . . "Vliv rozm\u00EDst\u011Bn\u00ED n\u011Bkter\u00FDch typ\u016F ocelov\u00FDch kotev na \u00FAnosnost kotevn\u00EDho sty\u010Dn\u00EDku" . . . "Problematika skute\u010Dn\u00E9ho p\u016Fsoben\u00ED kotven\u00ED je ned\u00EDlnou sou\u010D\u00E1st\u00ED n\u00E1vrhu stavebn\u00EDho d\u00EDla p\u016Fsob\u00EDc\u00EDho v re\u00E1ln\u00E9m prost\u0159ed\u00ED. \u010Cl\u00E1nek je zam\u011B\u0159en na skute\u010Dn\u00E9 p\u016Fsoben\u00ED kotven\u00ED tvo\u0159en\u00E9ho skupinou dvou lepen\u00FDch ocelov\u00FDch kotev p\u0159i statick\u00E9m zat\u00ED\u017Een\u00ED tahovou silou. Kotvy jsou um\u00EDst\u011Bny v dostate\u010Dn\u00E9 vzd\u00E1lenosti od okraje betonov\u00E9ho t\u011Blesa tak, aby byl vylou\u010Den vliv mal\u00E9 vzd\u00E1lenosti od okraje na \u00FAnosnost p\u0159i poru\u0161en\u00ED betonu. Experimenty byly prov\u00E1d\u011Bny pro r\u016Fzn\u00E9 pr\u016Fm\u011Bry kotev ve dvou mezn\u00EDch vzd\u00E1lenostech mezi sebou. V\u00FDslledky experiment\u016F budou pou\u017Eity k verifikaci numerick\u00FDch model\u016F." .