ELASTIC BUCKING OF WHOLE-CORRUGATE WEB H-BEAM
全波纹腹板H型柱的弹性屈曲

This paper applies the finite-element method for beam of variable section and the programming language of MATLAB to analyze the buckling strength of whole-corrugated web H-beam under axial pressure, and the comparison with constant cross-section H-beam shows the superiority of whole-corrugated web H-beam.