Resistance of i-beams in warping torsion with account for the development of plasticdeformations

10.5937/jaes12-5818 = Bearing capacity of steel I-sections under combined bending and torsion actions taking into account plastic deformations

“…Tusnin A.R. and Prokic M. [17] offered that calculation of I-sections should be performed in a plastic stage of work in a shape corresponding to Russian standards for design of steel structures, and gave expression for checking bearing capacity of I-section under the action of bimoment. The calculation is performed using a plastic shape factor, which takes into account plastic deformations in warping torsion.…”

Thin-walled profiles and their joint assembly units built with screws: numerical studies of load bearing capacity

“…Now, when Standard [5] has been introduced and there is more experience gained while designing and constructing buildings with frames of thin-walled profiles, reliability and safety of buildings should increase significantly. The process is also facilitated by numerous studies of thin-walled profiles, the ways they accommodate different types of loads [7][8][9][10][11][12][13][14][15] and research of their joint connections [9,[11][12][13][14][15][16][17][18][19][20][21][22][23][24]. The best results in designing of LSTS can be achieved by applying methods of optimal design of structures [25][26][27].…”

Local Buckling of Cold-Formed Steel Members with Edge Stiffened Holes

“…Ungermann [16,17] presented numerical and analytical investigations of thin-walled steel C-section members subjected to both local and global buckling. Tusnin and Prokic [12,13] analyzed the behavior of thin-walled open section I-beams in torsion and bending. Tusnina [18][19][20] presented a finite element analysis of cold-formed z-purlins supported by sandwich panels.…”