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SUMMARY:Martin Horák (Faculty of Civil Engineering\, CTU\,  ÚTIA AVČR)
DTSTART:20221003T134000Z
DTEND:20221003T151000Z
DTSTAMP:20260405T174415Z
UID:NSCM/76
DESCRIPTION:Title: <a href="https://researchseminars.org/talk/NSCM/76/">Ef
 ficient formulation of a two-dimensional geometrically exact Bernoulli bea
 m</a>\nby Martin Horák (Faculty of Civil Engineering\, CTU\,  ÚTIA AVČR
 ) as part of Nečas Seminar on Continuum Mechanics\n\nLecture held in K3 K
 arlin\, Sokolovska 83\, Praha 8.\n\nAbstract\nIn this talk\, I will focus 
 on a two-dimensional geometrically exact formulation of a Bernoulli beam.\
 nThe formulation is based on the integrated form of equilibrium equations\
 , which are combined with the\nkinematic equations and generalized materia
 l equations\, leading to a set of three first-order differential\nequation
 s. These equations are then discretized by finite differences and the boun
 dary value problem is\nconverted into an initial value problem using a tec
 hnique inspired by the shooting method. The accuracy of\nthe numerical app
 roximation is conveniently increased by refining the integration scheme on
  the element\nlevel while the number of global degrees of freedom is kept 
 constant\, which leads to high computational\nefficiency. The element has 
 been implemented into an open-source finite element code. I will show a\nf
 avorable comparison with standard beam elements formulated in the finite-s
 train framework and with\nanalytical solutions. Several extensions of the 
 proposed approach\, including curved initial geometry\, follower pressure 
 load\, and beam-to-beam contact will be also discussed. This is  joint wor
 k with M. Jirásek and E. La Malfa Ribolla.\n\n\nREFERENCES\n\n\n[1] Jirá
 sek\, M.\,La Malfa Ribolla\, E.\, and Horák\, M. Efficient finite differe
 nce formulation of a ge-ometrically nonlinear beam element. International 
 Journal for Numerical Methods in Engineering\,(2021) 122:7013–7053.\n\n\
 n[2] Horák\, M.\, La Malfa Ribolla\, E.\, and Jirásek\, M. Efficient for
 mulation of a two-noded geometrically exact curved beam element. Internati
 onal Journal for Numerical Methods in Engineering\, (2022)\, accepted for 
 publication.\n
LOCATION:https://researchseminars.org/talk/NSCM/76/
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