000			a
999			_c14439 _d14439
003			OSt
005			20210222151437.0
008			210222b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_913467 _aBhilawe, Jyoti Vasantrao
245			_aExperimental Study of Eccentrically Loaded Single Angle Compression Member
250			_aVol,99 (1), March
260			_aKolkata _bSpringer _c2018
300			_a45-53p.
520			_aexperimental investigation of the buckling response of single angle compression member is presented here. Equal angle was used with a range of maximum principal slenderness ratios to determine elastic and inelastic failure characteristics, including flexural torsional effects. A nonlinear finite element model applicable to steel single angle compression members eccentrically loaded through one leg has been developed using an existing finite element package. A finite element study was conducted to investigate the strength and behavior of angle compression member. The finite element analysis was performed for angle as per experimental investigation. The results obtained by this study, emphasize the importance of the flexural–torsional buckling mode, especially in the inelastic range of behavior for angle.
650		0	_94621 _aCivil Engineering
773	0		_x 2250-2149 _tJournal of the institution of engineers (India): Series A _dSwitzerland Springer
856			_uhttps://link.springer.com/article/10.1007/s40030-018-0263-1 _yClick Here
942			_2ddc _cAR