2006
DOI: 10.1016/j.tws.2006.08.010
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A study on buckling of thin conical frusta under axial loads

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Cited by 52 publications
(13 citation statements)
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“…The specimens were subjected to axial compression between two rigid plates and the load-deflection relationship showed linearity. The experimental result was found to be analogous to the numerical result and concluded finite element method was a more cost and time effective way to determining buckling load [12].…”
Section: Literature Surveymentioning
confidence: 58%
“…The specimens were subjected to axial compression between two rigid plates and the load-deflection relationship showed linearity. The experimental result was found to be analogous to the numerical result and concluded finite element method was a more cost and time effective way to determining buckling load [12].…”
Section: Literature Surveymentioning
confidence: 58%
“…Model 1 has the same geometry as the previous simplified model except that it is made of aluminum instead of the mild steel. For aluminum with density 2700 kg/m 3 , its Young's modulus is 70 GPa, its Poisson's ratio is 0.33, its yield stress value is 55 MPa, and a tangent modulus 4 GPa has been taken [17]. Model 2 is also made of aluminum and its cross-section has radius R ¼ 30 mm and the wall thickness t ¼ 1.5 mm.…”
Section: Article In Pressmentioning
confidence: 99%
“…The global deformation of the shell was progressive and the deformation mode of conical frusta part was found to be different from that of the geometry without a cap [2]. Niknejad and Tavassolimanesh [3] investigated the inversion process of an end-capped frusta.…”
Section: Introductionmentioning
confidence: 99%