A computationally efficient method for the limit elasto-plastic analysis of space frames

DOI10.1007/BF00365867zbMath0839.73071OpenAlexW2008232841MaRDI QIDQ1894403

Manolis Papadrakakis, Vissarion Papadopoulos

Publication date: 26 June 1996

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00365867

zbMATH Keywords

preconditioned conjugate gradient methodfirst order step-by-step limit analysisgeneralized plastic node methodincremental non-holonomic analysismulti-faceted surface

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (6)

Structural reliability analysis of elastic-plastic structures using neural networks and Monte Carlo simulation ⋮ Civil engineering applications of the asymptotic expansion load decomposition beam model: an overview ⋮ The influence of geometric effects on the behavior of strain softening frames ⋮ Large scale structural optimization: Computational methods and optimization algorithms. ⋮ Reliability-based structural optimization using neural networks and Monte Carlo simulation ⋮ Advanced solution methods in structural optimization based on evolution strategies

Cites Work

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• Nonholonomic computer analysis of elastoplastic frames
• Finite element analysis of two- and three-dimensional elasto-plastic frames - The natural approach
• The plastic node method: A new method of plastic analysis
• A simple and efficient solution method for the limit elasto-plastic analysis of plane frames
• Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses
• Accuracy and effectiveness of preconditioned conjugate gradient algorithms for large and ill-conditioned problems
• Natural approach for geometric non-linear analysis of thin-walled frames
• Static and dynamic analysis of space frames with non-linear flexible connections
• A robust incomplete Choleski-conjugate gradient algorithm
• Elasto-plastic large deformation analysis of space-frames: A plastic-hinge and stress-based explicit derivation of tangent stiffnesses
• Nonlinear dynamic response of frame-type structures with hysteretic damping at the joints

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