This paper presents analytical studies using Eigenvalue buckling analysis in the Finite Element Method to determine shear buckling and subsequently determine shear resistance of thin plated member with trapezoidal corrugated web. The result is compared with experimental results. It is found that the proposed equations give good agreement to the experimental results. However, the buckling coefficient k is still not generate a good shear stress based on its slenderness ratio hw/tw.
|Title of host publication||Mechanical and Materials Engineering|
|Publisher||Trans Tech Publications Ltd|
|Number of pages||5|
|Publication status||Published - 01 Jan 2014|
|Name||Applied Mechanics and Materials|
All Science Journal Classification (ASJC) codes