Analysis and load carrying behaviour of imperfection sensitive shells

DOI<255::AID-NME770>3.0.CO;2-0 10.1002/(SICI)1097-0207(20000110/30)47:1/3<255::AID-NME770>3.0.CO;2-0zbMath0988.74078OpenAlexW2062425827MaRDI QIDQ4493647

Walter Wunderlich, Ursula Albertin

Publication date: 22 July 2002

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(20000110/30)47:1/3<255::aid-nme770>3.0.co;2-0

zbMATH Keywords

Fourier seriessemi-analytic methodlimit loadshells of revolutionload carrying behaviourgeneral shellsimperfection sensitive shellsnonlinear direct algorithm

Mathematics Subject Classification ID

Related Items (5)

Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum ⋮ Nonlinear buckling optimization of composite structures considering ``worst shape imperfections ⋮ A model to evaluate dynamic stability of imperfection sensitive shells ⋮ EVALUATION OF THE PERTURBATION SENSITIVITY OF COMPOSITE LAMINATED SHELLS ⋮ Optimization method for the determination of the most unfavorable imperfection of structures

Cites Work

• Orthogonal trajectory accession to the nonlinear equilibrium curve
• Application of ring elements in the nonlinear analysis of shells of revolution under nonaxisymmetric loading
• Direct evaluation of the `worst' imperfection shape in shell buckling
• On a stress resultant geometrically exact shell model. III: Computational aspects of the nonlinear theory
• A general procedure for the direct computation of turning and bifurcation points
• A formulation of general shell elements—the use of mixed interpolation of tensorial components

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