Treatment of slip locking for displacement-based finite element analysis of composite beam-columns

DOI10.1002/nme.2990zbMath1217.74119OpenAlexW2088892410MaRDI QIDQ3018013

R. Emre Erkmen, Mark Andrew Bradford

Publication date: 20 July 2011

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.2990

zbMATH Keywords

composite beamassumed strain methodcolumnsdiscrete strain gap methodkinematic interpolatory strategyslip lockingsuperconvergent element

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)

Related Items (2)

Variational multiscale approach to enforce perfect bond in multiple-point constraint applications when forming composite beams ⋮ Elimination of slip-locking in composite beam-column analysis by using the element-free Galerkin method

Cites Work

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• The discrete strain gap method and membrane locking
• On the equivalence of mode decomposition and mixed finite elements based on the Hellinger-Reissner principle. I: Theory
• An improved treatment of transverse shear in the Mindlin-type four-node quadrilateral element
• On the Variational Foundations of Assumed Strain Methods
• Field-consistent strain interpolations for the quadratic shear flexible beam element
• Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element
• A direct stiffness analysis of a composite beam with partial interaction

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