Skip to main content
Have a personal or library account? Click to login
Koiter Asymptotic Analysis Of Thin-Walled Cold-Formed Steel Members Cover

Koiter Asymptotic Analysis Of Thin-Walled Cold-Formed Steel Members

Acta Mechanica et Automatica
Volume 9 (2015): Issue 4 (December 2015)
By: ,  ,  ,  ,  ,   and    
Open Access
|Dec 2015
References

References

  1. 1(2014), Koiter asymptotic analysis of folded laminated composite plates,, 61, 267–274.
    Open DOISearch in Google Scholar
  2. 2. (2015), Imperfection sensitivity analysis of laminated folded plate,, 90, 128-139.
    Open DOISearch in Google Scholar
  3. 3(2005),, in, M. Pignataro, V. Gioncu (eds.), Vol. 470, CISM International Centre for Mechanical Sciences, Springer Vienna, 95–276, 2005.
    Search in Google Scholar
  4. 4(2012a), Behaviour of cold-formed steel perforated sections in compression: Part 1-Experimental investigations,, 61, 86-96.
    Open DOISearch in Google Scholar
  5. 5(2012b), Behaviour of cold-formed steel perforated sections in compression: Part 2-Numerical investigations and design considerations,, 61, 97-105.
    Open DOISearch in Google Scholar
  6. 6(2001), The ECBL approach for interactive buckling of thin-walled steel members,, 1(1), 75-96.
    Open DOISearch in Google Scholar
  7. 7(2002), Effect of imperfections on numerical simulation of instability behaviour of cold-formed steel members,, 40(3), 239–262.
    Open DOISearch in Google Scholar
  8. 8(2014), Instability mode interaction: from Van Der Neut model to ECBL approach,, 81, 39–49.
    Open DOISearch in Google Scholar
  9. 9(2014a), Direct Evaluation of the Post-Buckling Behavior of Slender Structures Through a Numerical Asymptotic Formulation,, Springer Netherlands, 203-228.
    Open DOISearch in Google Scholar
  10. 10(2014b), A Numerical Asymptotic Formulation for the Post-buckling Analysis of Structures in Case of Coupled Instability,, 59(1–2), 38-55.
    Search in Google Scholar
  11. 11(2012a), The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates,, 7(6), 509-538.
    Open DOISearch in Google Scholar
  12. 12(2012b), Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method,, 7(6), 539-574.
    Open DOISearch in Google Scholar
  13. 13(1994), General Theory of Coupled Instability,, 19(2-4), 81-128.
    Open DOISearch in Google Scholar
  14. 14. (1979), An incremental approach to the solution of snapping and buckling problems,, 15(7), 529–551, 1979.
    Open DOISearch in Google Scholar
  15. 15(2013), Sensitivity to imperfections of perforated pallet rack sections,, Lodz University of Technology, 17(2), 209–222.
    Search in Google Scholar
  16. 16(2013), Koiter analysis of folded structures using a corotational approach,, 50(5), 755–765.
    Open DOISearch in Google Scholar
DOI: https://doi.org/10.1515/ama-2015-0039 | Journal eISSN: 2300-5319 | Journal ISSN: 1898-4088
Journal RSS Feed
Language: English
Page range: 245 - 251
Submitted on: Sep 6, 2015
Accepted on: Dec 14, 2015
Published on: Dec 30, 2015
Published by: Bialystok University of Technology
In partnership with: Paradigm Publishing Services
Keywords:
Koiter Asymptotic Approach,
Instability Problems,
Thin-Walled Cold-Formed Steel Members,
Imperfection Sensitivity Analysis,
Monte Carlo
Related subjects:
Engineering,
Mechanical engineering,
Mechanics,
Bioengineering and biomedical engineering,
Biomechanics,
Civil engineering,
Environmental engineering

© 2015 Viorel Ungureanu, Dan Dubina, Andrei Crisan, Antonio Madeo, Giuseppe Zagari, Giovanni Zucco, Raffaele Zinno, published by Bialystok University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Volume 9 (2015): Issue 4 (December 2015)
Previous article
Next article