"L\u00E9tal, Tom\u00E1\u0161" . "8"^^ . "Stability in process industry"@en . "343293" . . "RIV/00216305:26210/09:PU83205" . . "Plze\u0148" . "I, Z(MSM0021630502)" . . "Stabilita v procesn\u00EDm pr\u016Fmyslu" . . "978-80-254-5437-4" . . "Praha" . "Stabilita v procesn\u00EDm pr\u016Fmyslu" . . . "[A8B8F3FDC47B]" . "Stabilita v procesn\u00EDm pr\u016Fmyslu"@cs . "Konference ANSYS 2009" . "ARCADEA" . . . "2009-09-23+02:00"^^ . . . "Shell constructions, which are widely used in process industry, can be rendered unstable on certain terms. When performing stability test, in some cases calculations according to standards can be used, however complicated constructions are mainly tested by FEM buckling analysis. Despite the fact, that above mentioned methods are using perfect geometry, loss of stability in real construction is affected by imperfections. Purpose of this work is to compare different ways of implementing imperfections into stability test procedure."@en . . . "Stabilita v procesn\u00EDm pr\u016Fmyslu"@cs . . "1"^^ . . . "Stability in process industry"@en . "V procesn\u00EDm pr\u016Fmyslu je hojn\u011B vyu\u017E\u00EDv\u00E1no tenkost\u011Bnn\u00FDch konstrukc\u00ED, kter\u00E9 v\u0161ak mohou b\u00FDt za ur\u010Dit\u00FDch podm\u00EDnek n\u00E1chyln\u00E9 ke ztr\u00E1t\u011B stability. P\u0159i posouzen\u00ED konstrukce na ztr\u00E1tu stability lze v n\u011Bkter\u00FDch p\u0159\u00EDpadech pou\u017E\u00EDt v\u00FDpo\u010Dty dle norem, obecn\u00E1 konstrukce je pak v\u011Bt\u0161inou posuzov\u00E1na anal\u00FDzou boulen\u00ED pomoc\u00ED MKP. P\u0159esto\u017Ee v\u00FD\u0161e uveden\u00E9 metody po\u010D\u00EDtaj\u00ED s dokonalou geometri\u00ED, zp\u016Fsob zborcen\u00ED skute\u010Dn\u00E9 konstrukce je velmi \u010Dasto ovlivn\u011Bn v\u00FDrobn\u00EDmi imperfekcemi. C\u00EDlem t\u00E9to pr\u00E1ce je srovn\u00E1n\u00ED r\u016Fzn\u00FDch p\u0159\u00EDstup\u016F zahrnut\u00ED v\u00FDrobn\u00EDch nedokonalost\u00ED do procesu posouzen\u00ED na ztr\u00E1tu stability." . . "RIV/00216305:26210/09:PU83205!RIV11-MSM-26210___" . "V procesn\u00EDm pr\u016Fmyslu je hojn\u011B vyu\u017E\u00EDv\u00E1no tenkost\u011Bnn\u00FDch konstrukc\u00ED, kter\u00E9 v\u0161ak mohou b\u00FDt za ur\u010Dit\u00FDch podm\u00EDnek n\u00E1chyln\u00E9 ke ztr\u00E1t\u011B stability. P\u0159i posouzen\u00ED konstrukce na ztr\u00E1tu stability lze v n\u011Bkter\u00FDch p\u0159\u00EDpadech pou\u017E\u00EDt v\u00FDpo\u010Dty dle norem, obecn\u00E1 konstrukce je pak v\u011Bt\u0161inou posuzov\u00E1na anal\u00FDzou boulen\u00ED pomoc\u00ED MKP. P\u0159esto\u017Ee v\u00FD\u0161e uveden\u00E9 metody po\u010D\u00EDtaj\u00ED s dokonalou geometri\u00ED, zp\u016Fsob zborcen\u00ED skute\u010Dn\u00E9 konstrukce je velmi \u010Dasto ovlivn\u011Bn v\u00FDrobn\u00EDmi imperfekcemi. C\u00EDlem t\u00E9to pr\u00E1ce je srovn\u00E1n\u00ED r\u016Fzn\u00FDch p\u0159\u00EDstup\u016F zahrnut\u00ED v\u00FDrobn\u00EDch nedokonalost\u00ED do procesu posouzen\u00ED na ztr\u00E1tu stability."@cs . . "stability, buckling, imperfection, nonlinear analysis, large deformations."@en . . "1"^^ . "26210" .