000 a
999 _c17682
_d17682
003 OSt
005 20220928111329.0
008 220928b xxu||||| |||| 00| 0 eng d
040 _aAIKTC-KRRC
_cAIKTC-KRRC
100 _918155
_aKaushal Kumar
245 _aStress concentration in composite cantilever plates—effect of stiffeners and remedy
250 _aVol.103(2), June
260 _aNew York
_bSpringer
_c2022
300 _a627-638p.
520 _aThe present study examines a composite cantilever beam containing a plate with two parallel sides stiffened symmetrically. A simplified procedure is used to analyze the flexural behavior of the beam. A numerical example illustrates the simplicity and accuracy of the methodology. When the edges of the cantilever plate are stiffened, the stress concentration is increased. The centerline stresses of the plate at the fixed end are considerably higher. A low aspect ratio (l/w) and a low G/E ratio significantly influence stress concentration. The present study demonstrates that stiffeners with high flexural rigidity could significantly reduce stress concentration along cantilever plate centerlines, allowing them to achieve similar results to those predicted by simple bending theory (SBT). Comparison and verification of the proposed simplified methodology are conducted using existing literature and finite element analysis. The theoretical results are in good agreement with those obtained by the literature and finite element analysis.
650 0 _94642
_aHumanities and Applied Sciences
700 _918156
_aSingh, Gyani Jail
773 0 _dSwitzerland Springer
_x 2250-2149
_tJournal of the institution of engineers (India): Series A
856 _uhttps://link.springer.com/article/10.1007/s40030-022-00630-8
_yClick here
942 _2ddc
_cAR