Pre- and postbuckling finite element analysis of thin-walled one-dimensional structures (trusses, cables, etc.)

DOI10.1007/BF02570616zbMath0588.73132OpenAlexW9082787MaRDI QIDQ3716469

H. Gesch-Karamanlidis, D. Karamanlidis

Publication date: 1986

Published in: Ingenieur-Archiv (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02570616

zbMATH Keywords

reliabilitytrussesefficiencycablescontinuation algorithmspre- and postcritical responsethin-walled engineering structures

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Related Items (1)

Finite element analysis of two-dimensional shear flexible frame structures: Nonlinear analysis

Cites Work

• Vergleichende Studie über Lösungsmethoden nichtlinearer, parameterabhängiger Gleichungssysteme mit singulären Funktionalmatrizen, demonstriert an Durchschlagphänomenen räumlicher Netzfachwerke
• Analysis of fabric structures
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• Nonlinear static and dynamic analysis of framed structures
• Displacement incrementation in non‐linear structural analysis by the self‐correcting method
• Large deformations of framed structures under static and dynamic loads
• Three-dimensional anisotropic and inhomogeneous elastic media matrix analysis for small and large displacements
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