Characteristics of modeling stress-deformed state of steel light thin-walled constructions

Authors

  • O. V. Semko Poltava, National technical University named by Y. Kondratyuk, Ukraine
  • A. V. Hasenko Poltava, National technical University named by Y. Kondratyuk, Ukraine
  • D. M. Lazariev Poltava, National technical University named by Y. Kondratyuk, Ukraine
  • Y. O. Avramenko Poltava, National technical University named by Y. Kondratyuk, Ukraine

DOI:

https://doi.org/10.15802/stp2011/6910

Keywords:

finite element, strained-and-stressed state, thin-walled structures, columns

Abstract

This publication contains results of computer simulation by finite element method of short cold-formed lightgauge C section columns. The strained-and-stressed state of light steel thin-walled structures is analyzed and the experimental results are compared with the results of computer simulations.

Author Biographies

O. V. Semko, Poltava, National technical University named by Y. Kondratyuk

О. В. Семко

A. V. Hasenko, Poltava, National technical University named by Y. Kondratyuk

А. В. Гасенко

D. M. Lazariev, Poltava, National technical University named by Y. Kondratyuk

Д. М. Лазарєв

Y. O. Avramenko, Poltava, National technical University named by Y. Kondratyuk

Ю. О. Авраменко

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Published

2011-12-25

How to Cite

Semko, O. V., Hasenko, A. V., Lazariev, D. M., & Avramenko, Y. O. (2011). Characteristics of modeling stress-deformed state of steel light thin-walled constructions. Science and Transport Progress, (39), 191–194. https://doi.org/10.15802/stp2011/6910

Issue

No. 39 (2011): ISSUE 39

Section

TRANSPORT CONSTRUCTION

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