Experimental/numerical analysis of the collapse behavior of steel pipes

DOI10.1108/02644400010334856zbMath0953.74510OpenAlexW2089360057MaRDI QIDQ4506307

Andrea P. Assanelli, E. N. Dvorkin, Daniel H. Johnson, Rita G. Toscano

Publication date: 11 January 2001

Published in: Engineering Computations (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1108/02644400010334856

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Experimental work for problems pertaining to mechanics of deformable solids (74-05)

Cites Work

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• On the bifurcation and post-bifurcation behaviour of thick circular elastic-plastic tubes under lateral pressure
• A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation
• A formulation of general shell elements—the use of mixed interpolation of tensorial components
• Performance of the QMITC element in two-dimensional elasto-plastic analyses
• The Effect of General Imperfections on the Buckling of Cylindrical Shells

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