Corner radius effect in thin-walled square section columns on the local buckling of walls under axial compression.

Królak, M.Mania, Radosław J.Kamocka, M.2017-08-292017-08-292015Stability of Structures XIVth Symposium, Zakopane 08-12.06.201583-914019-8-7http://hdl.handle.net/11652/1582enaxial compressionthin-walled square section steel columnslocal bucklingcorner radiusmechanicskompresja osiowacienkościenne stalowe profile kwadratowelokalne wyboczeniapromień narożamechanikaCorner radius effect in thin-walled square section columns on the local buckling of walls under axial compression.Artykuł