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An explicit algorithm for geometrically nonlinear transient analysis of spatial beams using a corotational total Lagrangian finite element formulation

Author(s):


Medium: journal article
Language(s): English
Published in: Computers & Structures, , v. 200
Page(s): 68-85
DOI: 10.1016/j.compstruc.2018.01.011
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/j.compstruc.2018.01.011.
  • About this
    data sheet
  • Reference-ID
    10285485
  • Published on:
    04/01/2019
  • Last updated on:
    04/01/2019
 
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