000			a
999			_c14612 _d14612
003			OSt
005			20210309155037.0
008			210309b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_913629 _aManikandan, P.
245			_aEffective Cross Section of Cold Formed Steel Column Under Axial Compression
250			_aVol,99 (2), June
260			_aKolkata _bSpringer _c2018
300			_a245-255p.
520			_avcompressive resistance of cold-formed steel (CFS) section may be governed by local, distortional or overall buckling and any apparent interaction between these modes. A new inventive stiffened CFS section is elected in this study, selected cross sections geometries and lengths are chosen such that all the types of buckling modes are met with. Buckling plot is plotted using linear elastic buckling analysis software (CUFSM). Using the test results obtained in the literature, the developed finite element model is calibrated and furthers a total of 126 parametric study is conducted such as a consequence of dimensions and the length of the cross section, thickness and yield stress. The FEA included relevant material and geometric imperfections. All the columns are analyzed under pin end conditions with axial compression. The analysis results demonstrate that the DSM equations generally assess the strength of stiffened section conservatively. Modifications to the DSM equations are recommended to evaluate the strength of stiffened section more precisely.
650		0	_94621 _aCivil Engineering
700			_913630 _aPradeep, T.
773	0		_x 2250-2149 _dSwitzerland Springer _tJournal of the institution of engineers (India): Series A
856			_uhttps://link.springer.com/article/10.1007/s40030-018-0276-9 _yClick Here
942			_2ddc _cAR