An Investigation on Crack Closing Effect In Buckling Analysis of Simply Supported Column

In this paper, a comparison for single edge cracked column stability for analytical and finite element method is presented. Tirree different scenarios of damage severities are applied to a simply-supported column, open crack assumption and the effect of closing crack in stability of the column which depends on position and size of cracks, are numerically compared

کلیدواژه های An Investigation on Crack Closing Effect In Buckling Analysis of Simply Supported Column:

crack closing ، buckling ، stability ، contact surface ، Gap