ULTIMATE STRENGTH AND ITS PRACTICAL EVALUATION oF CYLINDRICAL STEEL SHELL PANELS UNDER VARIOUS COMPRESSIONS

Yabuki, Tetsuya; Arizumi, Yasunori; Yashiro, Shigeru

doi:10.2208/jscej.1994.489_37

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“…Their instability responses are investigated by an inelastic nonlinear finite element approach previously adopted in Ref. 5). In the approach, von Mises yield criterion, Plandtl-Reuss flow rule and isotropic hardening rule were adopted in the development of elasticplastic constitutive matrix for material inelasticity.…”

Section: Introductionmentioning

confidence: 99%

Buckling Modes of Plate-Girders Curved in Plan

Yabuki¹,

Arizumi²,

Shimozato³

et al. 1995

Doboku Gakkai Ronbunshu

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The behavior of instability of thin-walled, I-shaped plate girders curved in plan subjected to equal end moments is investigated by a nonlinear inelastic analysis. Their inelastic buckling modes are particularly focused. The investigation results show that the curved girders buckle in the three fundamental buckling mode shapes and the possibilities of these instabilities depend on not only the plate-slenderness but also the initial radius of curvature.

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Section: Introductionmentioning

confidence: 99%