000			a
999			_c14464 _d14464
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040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_913496 _aBhilawe, Jyoti V
245			_aStudy of Equal Angle Subjected to Compression for Bolted end Connection
250			_aVol, 99(1), March
260			_aKolkata _bSpringer _c2018
300			_a123-132p.
520			_awork presents the results of an experimental and analytical investigation of the buckling response of single angle and double angle closely spaced back to back for bolted connection. 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 behaviour 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 behaviour for angle.
650		0	_94621 _aCivil Engineering
773	0		_dSwitzerland Springer _x 2250-2149 _tJournal of the institution of engineers (India): Series A
856			_uhttps://link.springer.com/article/10.1007/s40030-017-0245-8 _yClick Here
942			_2ddc _cAR