INFORMAZIONI SU QUESTO ARTICOLO

Cita

1. Barbero E.J., Madeo A., Zagari G., Zinno R., Zucco G. (2014), Koiter asymptotic analysis of folded laminated composite plates, Composites Part B: Engineering, 61, 267–274.10.1016/j.compositesb.2014.01.045Search in Google Scholar

2. Barbero E.J., Madeo A., Zagari G., Zinno R., Zucco G. (2015), Imperfection sensitivity analysis of laminated folded plate, Thin-Walled Structures, 90, 128-139.10.1016/j.tws.2015.01.017Search in Google Scholar

3. Casciaro R. (2005), Computational asymptotic post-buckling analysis of slender elastic structures, in Phenomenological and Mathematical Modelling of Structural Instabilities, M. Pignataro, V. Gioncu (eds.), Vol. 470, CISM International Centre for Mechanical Sciences, Springer Vienna, 95–276, 2005.Search in Google Scholar

4. Crisan A, Ungureanu V., Dubina D. (2012a), Behaviour of cold-formed steel perforated sections in compression: Part 1-Experimental investigations, Thin-Walled Structures, 61, 86-96.10.1016/j.tws.2012.07.016Search in Google Scholar

5. Crisan A, Ungureanu V., Dubina D. (2012b), Behaviour of cold-formed steel perforated sections in compression: Part 2-Numerical investigations and design considerations, Thin-Walled Structures, 61, 97-105.10.1016/j.tws.2012.07.013Search in Google Scholar

6. Dubina D. (2001), The ECBL approach for interactive buckling of thin-walled steel members, Steel Composite Structures, 1(1), 75-96.10.12989/scs.2001.1.1.075Search in Google Scholar

7. Dubina D., Ungureanu V. (2002), Effect of imperfections on numerical simulation of instability behaviour of cold-formed steel members, Thin-Walled Structures, 40(3), 239–262.10.1016/S0263-8231(01)00046-5Search in Google Scholar

8. Dubina D., Ungureanu V. (2014), Instability mode interaction: from Van Der Neut model to ECBL approach, Thin-Walled Structures, 81, 39–49.10.1016/j.tws.2013.10.014Search in Google Scholar

9. Garcea G., Bilotta A., Madeo A., Casciaro R. (2014a), Direct Evaluation of the Post-Buckling Behavior of Slender Structures Through a Numerical Asymptotic Formulation, Direct Methods for Limit States in Structures and Materials, Springer Netherlands, 203-228.10.1007/978-94-007-6827-7_10Search in Google Scholar

10. Garcea G., Bilotta A., Madeo A., Zagari G., Casciaro R. (2014b), A Numerical Asymptotic Formulation for the Post-buckling Analysis of Structures in Case of Coupled Instability, Special Issue Stability And Nonlinear Analysis Of Steel Structures – Research Advances, Romanian Journal of Technical Sciences Applied Mechanics, 59(1–2), 38-55.Search in Google Scholar

11. Garcea G., Madeo A., Casciaro R. (2012a), The implicit corotational method and its use in the derivation of nonlinear structural models for beams and plates, Journal of Mechanics of Materials and Structures, 7(6), 509-538.10.2140/jomms.2012.7.509Search in Google Scholar

12. Garcea G., Madeo A., Casciaro R. (2012b), Nonlinear FEM analysis for beams and plate assemblages based on the implicit corotational method, Journal of Mechanics of Materials and Structures, 7(6), 539-574.10.2140/jomms.2012.7.539Search in Google Scholar

13. Gioncu V. (1994), General Theory of Coupled Instability, Thin-Walled Structures (Special Issue on Coupled Instability in Metal Structures – CIMS’92), 19(2-4), 81-128.10.1016/0263-8231(94)90024-8Search in Google Scholar

14. Riks E. (1979), An incremental approach to the solution of snapping and buckling problems, International Journal of Solids and Structures, 15(7), 529–551, 1979.10.1016/0020-7683(79)90081-7Search in Google Scholar

15. Ungureanu V., Dubina D. (2013), Sensitivity to imperfections of perforated pallet rack sections, Mechanics and Mechanical Engineering, Lodz University of Technology, 17(2), 209–222.Search in Google Scholar

16. Zagari G., Madeo A., Casciaro R., de Miranda S., Ubertini F. (2013), Koiter analysis of folded structures using a corotational approach, International Journal of Solids and Structures, 50(5), 755–765.10.1016/j.ijsolstr.2012.11.007Search in Google Scholar