Titlebook: Recent Developments in the Theory of Shells; Holm Altenbach,Jacek Chró?cielewski,Krzysztof Wi?n Book 2019 Springer Nature Switzerland AG 2

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書目名稱Recent Developments in the Theory of Shells影響因子(影響力)




書目名稱Recent Developments in the Theory of Shells影響因子(影響力)學科排名




書目名稱Recent Developments in the Theory of Shells網(wǎng)絡公開度




書目名稱Recent Developments in the Theory of Shells網(wǎng)絡公開度學科排名




書目名稱Recent Developments in the Theory of Shells被引頻次




書目名稱Recent Developments in the Theory of Shells被引頻次學科排名




書目名稱Recent Developments in the Theory of Shells年度引用




書目名稱Recent Developments in the Theory of Shells年度引用學科排名




書目名稱Recent Developments in the Theory of Shells讀者反饋




書目名稱Recent Developments in the Theory of Shells讀者反饋學科排名

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Recent Developments in the Theory of Shells978-3-030-17747-8Series ISSN 1869-8433 Series E-ISSN 1869-8441

COLIC

Advanced Structured Materialshttp://image.papertrans.cn/r/image/823251.jpg

Ophthalmologist

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Analytical Buckling Analysis of Cylindrical Shells with Elliptic Cross Section Subjected to Externais based on perturbation procedure. The mentioned buckling problem can be solved using FEM. However, FEM solutions may be less manageable, for instance, in terms of optimal design, than the associated approximate analytical models. The approximate formulas obtained are sufficiently accurate and can be used in engineering practice.

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負擔

Book 2019ietraszkiewicz’s focus, the respective papers address a range of current problems in the theory of shells. In addition, they present other structural mechanics problems involving dimension-reduced models. Lastly, several applications are discussed, including material models for such dimension-reduced structures. ..?.

羞辱

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Holm Altenbach,Jacek Chró?cielewski,Krzysztof Wi?nAddresses current problems in the theory of shells.Highlights structural mechanics problems involving dimension-reduced models.Commemorates the 80th birthday of Prof. W. Pietraszkiewicz

隱士

,Large Oscillations Around Curled Equilibrium Configurations of Uniformly Loaded Euler–Bernoulli Beanding stiffness is large enough. Moreover, we introduce a Hencky-type discrete model, i.e. a finite dimensional Lagrangian model, for the ‘soft’ . and build a numerical code for determining its motion, in the most general nonlinear regime. This code is able to qualitatively describe observed nonlinear dynamical behavior.