Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Anežka Jurčíková"'
Autor:
Miroslav Rosmanit, Anežka Jurčíková
Publikováno v:
Key Engineering Materials. 832:41-50
Subject of this paper is numerical modelling of steel assembling bolt connections of CHS (circular hollow sections) or L-profiles respectively in the FEM software ANSYS 12.0 and their subsequent comparison with performed laboratory experiments. Non-l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e284abdfd778e43bf33315f8fd8cb5a
https://doi.org/10.4028/www.scientific.net/kem.832.41
https://doi.org/10.4028/www.scientific.net/kem.832.41
Publikováno v:
Applied Mechanics and Materials. :552-557
The aim of this work was to create numerical models of the common truss-type assembling joints of L-profiles. Two different models were created – basic (simplified) model of joint and more accurate model which corresponds to the experimental specim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97d81057692bea81e4ba48decea865fa
https://doi.org/10.4028/www.scientific.net/amm.752-753.552
https://doi.org/10.4028/www.scientific.net/amm.752-753.552
Autor:
Anežka Jurčíková, Miroslav Rosmanit
Publikováno v:
Applied Mechanics and Materials. 723:76-80
Two different numerical models of the common truss-type assembling joints of CHS (circular hollow section) profiles were created – simplified model of joint and more accurate model which corresponds to the experimental specimens. Models with differ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20c25c5e348504be19bf4383ed60e300
https://doi.org/10.4028/www.scientific.net/amm.723.76
https://doi.org/10.4028/www.scientific.net/amm.723.76
Autor:
Anežka Jurčíková, Miroslav Rosmanit
Publikováno v:
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 12:67-75
The subject of this paper the practical example of the steel lattice structure was used. Specifically, the joint consisting of H-profile bottom chord and a RHS (Rectangular Hollow Section) brace members has been elected. This particular joint has an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::419942b0ffcc4d42e77778d3d2b5b238
https://doi.org/10.2478/v10160-012-0019-1
https://doi.org/10.2478/v10160-012-0019-1
Autor:
Anežka Jurčíková, Rosmanit, Miroslav
The subject of this paper is to verify the behavior of the truss-type CHS joint which is beyond the scope of use of the EN 1993-1-8. This is performed by using the numerical modeling in program ANSYS and the analytical methods recommended in the CIDE
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8d8d0325e73a12ddceb8e438405e7339
Autor:
Anežka Jurčíková, Miroslav Rosmanit
Publikováno v:
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2526d36c8c85fe89dd256721fa380cb8
https://doi.org/10.2478/tvsb-2013-0009
https://doi.org/10.2478/tvsb-2013-0009