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Description
  • Tento článek se zabývá problémy experimentální verifikace mezní únosnosti kotevních styčníků. Převážně se týká ověřování tahové mezní únosnosti ocelových lepených kotev. Hlavní část je zaměřena na problémy experimentální analýzy jako takové, v porovnání s výsledky numerických modelů sestavovaných programem ATENA. Věnuje se parametrům ovlivňujícím výslednou únosnost styčníku, jako jsou, kotevní délka, průměr kotvy, interakce kotev v kotevním styčníku. Jsou presentovány další probíhající experimenty, např. experiment s kotvami vystavenými dlouhodobému zatížení. (cs)
  • This article is focused on problems of steel bonded anchors real behaviour. The anchors are used in concrete of common strength and loaded by axial tension force. Also, the differences in behaviour of bonded and mechanical anchors are presented here. This paper describes the procedure and actual results of experiments. The experiments were carried out using the specimens with different anchor diameter and different concrete cubic strength. This article also illustrates possibilities of numerical modelling, in this case using ATENA software. Further, the present results of another experiment in which the same type of specimen was exposed to the long-term action of axial tension force are shown as well.
  • This article is focused on problems of steel bonded anchors real behaviour. The anchors are used in concrete of common strength and loaded by axial tension force. Also, the differences in behaviour of bonded and mechanical anchors are presented here. This paper describes the procedure and actual results of experiments. The experiments were carried out using the specimens with different anchor diameter and different concrete cubic strength. This article also illustrates possibilities of numerical modelling, in this case using ATENA software. Further, the present results of another experiment in which the same type of specimen was exposed to the long-term action of axial tension force are shown as well. (en)
Title
  • Steel Bonded Anchors Under Static Load - Experiment And Numerical Model
  • Ocelové lepené kotvy při zatížení tahem - experiment a numerický model (cs)
  • Steel Bonded Anchors Under Static Load - Experiment And Numerical Model (en)
skos:prefLabel
  • Steel Bonded Anchors Under Static Load - Experiment And Numerical Model
  • Ocelové lepené kotvy při zatížení tahem - experiment a numerický model (cs)
  • Steel Bonded Anchors Under Static Load - Experiment And Numerical Model (en)
skos:notation
  • RIV/00216305:26110/06:PU65798!RIV07-GA0-26110___
http://linked.open.../vavai/riv/strany
  • 13-16
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/05/0085)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
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  • 501582
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/06:PU65798
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Bonded achors, Anchorage parameters, Bearing capacity, Atena software (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [DEC7D4D5452D]
http://linked.open...v/mistoKonaniAkce
  • Levoča
http://linked.open...i/riv/mistoVydani
  • Levoča
http://linked.open...i/riv/nazevZdroje
  • Prceedings - IV. International Scientific Conference, Quality and Reliability in Building Industry
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Bajer, Miroslav
  • Barnat, Jan
  • Kala, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Technická Univerzita v Košiciach, Stavebná fakulta
https://schema.org/isbn
  • 80-8073-594-8
http://localhost/t...ganizacniJednotka
  • 26110
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