Corpus ID: 143426687

COMPUTATION OF THIN-WALLED CROSS-SECTION RESISTANCE TO LOCAL BUCKLING WITH THE USE OF THE CRITICAL PLATE METHOD

@inproceedings{SZYCHOWSKl2016COMPUTATIONOT,
  title={COMPUTATION OF THIN-WALLED CROSS-SECTION RESISTANCE TO LOCAL BUCKLING WITH THE USE OF THE CRITICAL PLATE METHOD},
  author={A. SZYCHOWSKl},
  year={2016}
}
  • A. SZYCHOWSKl
  • Published 2016
  • Thin-walled bars currently applied in metal construction engineering belong to a group of members, the cross­ section res i stance of which is affected by the phenomena of I ocal or distortional stability loss. This results from the fact that the cross-section of such a bar consists of slender-plate elements. The study presents the method of calculating the res i stance of the cross-section susceptible to local bucki ing which is based on the loss of stability of the weakest plate (wali). The… CONTINUE READING
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