22 results on '"KOTEŁKO, MARIA"'
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2. Crashworthiness performance of thin-walled hollow and foam-filled prismatic frusta, Part 2: Experimental study
3. Crashworthiness performance of thin-walled hollow and foam-filled prismatic frusta – FEM parametric studies – Part 1
4. The Influence of Eccentricity on the Behaviour of Thin‐Walled Cold‐Formed Steel Members with Open Cross‐Sections under Compression
5. Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part II: Experimental study
6. Numerical strength study of ultra-light composite seat frame destined to passengers transport
7. Ultimate and post-ultimate behaviour of thin-walled cold-formed steel open-section members under eccentric compression. Part I: Collapse mechanisms database (theoretical study)
8. Some Aspects of Buckling Behavior of Channel Section Members Under Eccentric Compression
9. Influence of Buckling Mode on Energy Absorption Effectiveness of Thinwalled Prismatic Frusta
10. Crashworthiness performance of thin-walled prismatic tubes with corner dents under axial impact - Numerical and experimental study
11. Buckling and ultimate loads of TWCFS open-section members under eccentric compression
12. The effects of compression loading on perforated cold-formed thin-walled steel structural members of lipped-channel cross-section
13. Plastic mechanisms of thin-walled cold-formed steel members in eccentric compression
14. Energy Absorbing Effectiveness – Different Approaches
15. Behaviour of thin-walled cold-formed steel members in eccentric compression
16. Load capacity probabilistic sensitivity analysis of thin-walled beams
17. Impact Behaviour of Spot-Welded Thin-Walled Frusta
18. Plastic Mechanisms for Thin-Walled Cold-Formed Steel Members in Eccentric Compression
19. NUMERICAL SIMULATION OF ENERGY ABSORPTION IN POLYURETHANE FOAMS UNDER IMPACT
20. Load-capacity estimation and collapse analysis of thin-walled beams and columns—recent advances
21. Influence of load-non-uniformity and eccentricity on the stability and load carrying capacity of orthotropic tubular columns of regular hexagonal cross-section
22. Collapse behaviour of triangular cross-section girders subject to pure bending
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