On the elastoplastic cyclic analysis of plane beam structures using a flexibility-based finite element approach

DOI10.1016/J.IJSOLSTR.2008.06.021zbMath1297.74021OpenAlexW1992779747MaRDI QIDQ835942

Amjad Aref, Wasim Barham, Gary F. Dargush

Publication date: 31 August 2009

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2008.06.021

zbMATH Keywords

stress analysisbeam elementdisplacement methodlarge increment method

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05)

Uses Software

• MASTAN

Cites Work

• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Unnamed Item
• Consistent tangent operators for rate-independent elastoplasticity
• Static analysis of 3D damaged solids and structures by BEM
• Development of the large increment method for elastic perfectly plastic analysis of plane frame structures under monotonic loading
• Shear deformation effect in nonlinear analysis of spatial composite beams subjected to variable axial loading by BEM
• An integrated force method for discrete analysis

This page was built for publication: On the elastoplastic cyclic analysis of plane beam structures using a flexibility-based finite element approach