000			a
999			_c9149 _d9149
003			OSt
005			20190530110516.0
008			190530b xxu||||| |||| 00| 0 eng d
040			_aAIKTC-KRRC _cAIKTC-KRRC
100			_98949 _aSinghal, D.
245			_aLarge and Small Deflection Analysis of a Cantilever Beam
250			_aVol. 100(1), March
260			_aNew York _bSpringer _c2019
300			_a83-96p.
520			_aThis research focuses on the geometrically nonlinear large deflection analysis of a cantilever beam subjected to a concentrated tip load. Initially, a step-by-step development of the theoretical solution is provided and is compared with numerical analysis based on beam and shell elements. It is shown that the large deflections predicted by numerical analysis using beam elements accurately capture the theoretical results as compared to shell elements. Comparison of above deflections with theoretical and numerical approaches based on small deflection theory is also provided to show the extent of latter’s applicability. Finally, it is shown that for a linear elastic working range of common engineering metals, both small and large deflection approaches yield same results and one can adopt the simple small deflection approach for engineering design. It is highlighted that the theoretical approach of large deflection commonly available in design texts is valid only within the linear elastic strain limit and recommends a careful approach to designers. Further, the effect of parametric variation in geometry and stiffness of beam on large deflection, and resulting bending strains and tip reactions are analyzed and discussed.
650		0	_94621 _aCivil Engineering
700			_98950 _aNarayanamurthy, V.
773	0		_tJournal of the institution of engineers (India) Series A _x2250-2149 _dDordrecht Springer
856			_uhttps://link.springer.com/article/10.1007/s40030-018-0342-3 _yClick here
942			_2ddc _cAR