A simple and efficient solution method for the limit elasto-plastic analysis of plane frames
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Publication:1189863
DOI10.1007/BF00577377zbMath0850.73367OpenAlexW1969224918MaRDI QIDQ1189863
Manolis Papadrakakis, Spyros A. Karamanos
Publication date: 27 September 1992
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/bf00577377
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Anelastic fracture and damage (74R20) Optimization of other properties in solid mechanics (74P10) Methods of reduced gradient type (90C52)
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Cites Work
- Finite element analysis of two- and three-dimensional elasto-plastic frames - The natural approach
- The plastic node method: A new method of plastic analysis
- Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses
- The torsional-flexural behaviour of thin-walled prismatic members
- A simple element for static and dynamic response of beams with material and geometric nonlinearities
- Elastoplastic frame analysis with generalized yield function and finite displacements
- A robust incomplete Choleski-conjugate gradient algorithm
- Large displacements in-plane analysis of elastic-plastic frames
- Accelerating Vector Iteration Methods
- An incremental procedure for deformation analysis of elastic-plastic frames
