Study on the webs ratio of width to thickness of cut T-style steel elements in axial press;

By study of interactive buckling in cut T style steel,considering that its flange is stronger and provide restriction for its web,it is shown that the revised specifications in “Code for Design of Steel Structures”(GB 50017)are more conservative for the ratio of width to thickness in web.

AC transport loss in multifilamentary Bi-2223 tapes with different aspect ratios depends on various parameters.

Limit of width-thickness ratio of steel plates in concrete-filledsquare thin-walled steel tube columns;

It was found that the more width-thickness ratio of section , the more clear influence is on the column capacity.

To determine precisely the bearing capacity of the Q460 single equal-angle steel strut,the local buckling caused by the overrun of width-thickness ratio should be correctly analyzed.