Titlebook: Computerized buckling analysis of shells; D. Bushnell Book 1989 Kluwer Academic Publishers 1989 calculus.design.linearity.model.modeling.n

Objective

書目名稱Computerized buckling analysis of shells影響因子(影響力)




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Anterior

blight

六個(gè)才偏離

paroxysm

Mechanics of Elastic Stabilityhttp://image.papertrans.cn/c/image/234584.jpg

松軟

Computerized buckling analysis of shells978-94-009-5063-4Series ISSN 0924-2112

松軟

https://doi.org/10.1007/978-94-009-5063-4calculus; design; linearity; model; modeling; numerical methods; optimization; simulation; stability

DAMN

978-94-010-8741-4Kluwer Academic Publishers 1989

amphibian

The European Union in International Affairsjunk (Fig. 1). Occasionally unaware of the possibility of buckling, engineers have designed structures (Fig. 2(a)) with inadequate safety margins (Fig. 2(b)). The large cylindrical tower on the left in Fig. 3(a) failed in 1956 [1] because of buckling of a torispherical end closure at its lower end.

barium-study

https://doi.org/10.1007/978-94-009-3277-7onlinear collapse (“snap-through”) or to bifurcation buckling. The purpose of this section is to present many examples in which the failure mode is nonlinear collapse. Examples are given of axisymmetric collapse of elastic-plastic-creeping monocoque cylinders under axial compression and ring-stiffen